CONSTRUCTION OF WORKING WOMEN HOSTELS AT JAGIROAD, ASSAM

Amount

DSR.2021.1.1.2 CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking Earth Up to 1.0 Km

DSR.2021.2.6.1 EARTH WORK 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. All kinds of soil.

DSR.2021.2.25 EARTH WORK 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.

DSR.2021.2.26.1 EARTH WORK Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil

DSR.2021.2.28.1 EARTH WORK Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

DSR.2021.2.33.1 EARTH WORK Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth

DSR.2021.2.33.2 EARTH WORK Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60 cm girth upto and including 120 cm girth

DSR.2021.2.33.3 EARTH WORK Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 120 cm girth upto and including 240 cm girth

DSR.2021.2.34.1 EARTH WORK Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%

DSR.2021.2.36 EARTH WORK Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge.

DSR.2021.4.1.3 CONCRETE WORK Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

DSR.2021.4.1.8 CONCRETE WORK 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)

DSR.2021.4.3.1 CONCRETE WORK Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns

DSR.2021.4.7.1 CONCRETE WORK Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

DSR.2021.4.11 CONCRETE WORK Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).

DSR.2021.4.12 CONCRETE WORK Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.

DSR.2021.4.20.1.1 CONCRETE WORK Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 IS: 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 and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum

DSR.2021.4.20.1.2 CONCRETE WORK Providing and laying in position ready mixed or site batched design mix cement concrete for plain 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 IS: 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 and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M15 grade with minimum cement content of 240 kg /cum

DSR.2021.5.9.1 REINFORCED CEMENT CONCRETE Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete

DSR.2021.5.9.2 REINFORCED CEMENT CONCRETE Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

DSR.2021.5.9.3 REINFORCED CEMENT CONCRETE Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform

DSR.2021.5.9.5 REINFORCED CEMENT CONCRETE Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers

DSR.2021.5.9.6 REINFORCED CEMENT CONCRETE Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts

DSR.2021.5.9.7 REINFORCED CEMENT CONCRETE Centering and shuttering including strutting, propping etc. and removal of form for : Stairs, (excluding landings) except spiral-staircases

DSR.2021.5.9.15 REINFORCED CEMENT CONCRETE Centering and shuttering including strutting, propping etc. and removal of form for : Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like

DSR.2021.5.9.16.1 REINFORCED CEMENT CONCRETE Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls Under 20 cm wide

DSR.2021.5.9.19 REINFORCED CEMENT CONCRETE Centering and shuttering including strutting, propping etc. and removal of form for : Weather shade, Chajjas, corbels etc., including edges

DSR.2021.5.11.1 REINFORCED CEMENT CONCRETE 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)

DSR.2021.5.18.1 REINFORCED CEMENT CONCRETE Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 50 mm thick

DSR.2021.5.22.6 REINFORCED CEMENT CONCRETE Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

DSR.2021.5.22A.6 REINFORCED CEMENT CONCRETE Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

DSR.2021.5.26 REINFORCED CEMENT CONCRETE Providing and filling in position, blown bitumen in expansion joints.

DSR.2021.5.28 REINFORCED CEMENT CONCRETE Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints.

DSR.2021.5.33.1.1 REINFORCED CEMENT CONCRETE 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 IS: 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. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum

DSR.2021.5.33.1.2 REINFORCED CEMENT CONCRETE 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 IS: 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. All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum

DSR.2021.5.33.2.1 REINFORCED CEMENT CONCRETE 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 IS: 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. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum

DSR.2021.5.33.2.2 REINFORCED CEMENT CONCRETE 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 IS: 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. All works above plinth level upto floor V level Concrete of M30 grade with minimum cement content of 350 kg /cum

DSR.2021.5.35 REINFORCED CEMENT CONCRETE Add for using extra cement in the items of design mix over and above the specified cement content therein

DSR.2021.5.38 REINFORCED CEMENT CONCRETE Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof.

DSR.2021.5.43.2 REINFORCED CEMENT CONCRETE Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for expansion joints. 300 mm wide.

DSR.2021.6.1.2 MASONRY WORKS Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

DSR.2021.6.4.2 MASONRY WORKS 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 : Cement mortar 1:6 (1 cement : 6 coarse sand)

DSR.2021.6.5 MASONRY WORKS Extra for brick work / AAC block masonry / Tile brick masonry in superstructure above floor V level, for each four floors or part thereof by mechanical means.

DSR.2021.6.13.2 MASONRY WORKS 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. Cement mortar 1:4 (1 cement :4 coarse sand)

DSR.2021.6.14 MASONRY WORKS Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means.

DSR.2021.6.15 MASONRY WORKS Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.

DSR.2021.6.38 MASONRY WORKS Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.

DSR.2021.6.47 MASONRY WORKS Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks 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 seperately).

DSR.2021.8.2.2.2 CLADDING WORK 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 to edges to give high gloss finish etc. complete at all levels. Granite stone slab colour black, Cherry/Ruby red Area of slab over 0.50 sqm

DSR.2021.8.3.2 CLADDING WORK Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work

DSR.2021.8.5 CLADDING WORK 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.

DSR.2021.8.10.2 CLADDING WORK Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth Granite Stone of approved shade

DSR.2021.8.31 CLADDING WORK Providing and fixing Ist 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.

DSR.2021.9.21.1 WOOD AND PVC WORK Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

DSR.2021.9.23 WOOD AND PVC WORK 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).

DSR.2021.9.24.1 WOOD AND PVC WORK Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): Rectangular or square

DSR.2021.9.48.2 WOOD AND PVC WORK 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.

DSR.2021.9.74.1 WOOD AND PVC WORK Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm

DSR.2021.9.75.2 WOOD AND PVC WORK Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm

DSR.2021.9.82 WOOD AND PVC WORK Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

DSR.2021.9.84 WOOD AND PVC WORK Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.

DSR.2021.9.88 WOOD AND PVC WORK 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.

DSR.2021.9.89 WOOD AND PVC WORK Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete.

DSR.2021.9.127.1 WOOD AND PVC WORK 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. 1.5 mm thick

DSR.2021.9.135.2 WOOD AND PVC WORK Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 12 mm mild steel U beading

DSR.2021.9.152 WOOD AND PVC WORK Providing and fixing steel roller for uPVC sliding door with necessary screws etc. complete.

DSR.2021.9.161 WOOD AND PVC WORK Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet (Zinc coating not less than 120 gm/sqm) suitable for mounting 120 minutes Fire Rated Glazed Door Shutters. The frame shall be filled with mineral wool Insulation having density minimum 96Kg/sqm. The frame will have a provision of G.I. anchor fastners 14 nos (5 each on vertical style & 4 on horizontal style of size M10 x 80) suitable for fixing in the opening along with factory made template for SS ball bearing hinges of size 100x89x3 mm for fixing of fire rated glazed shutter. The frame shall be finished with an approved fire resistant primer or powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- Charge. (Cost of SS ball bearing hinges is excluded).

DSR.2021.9.162 WOOD AND PVC WORK Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 minutes Fire rating conforming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-Charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/ sqm) duly filled mineral wool insulation having density minimum 96 kg/ cum and fixing with necessary stainless steel ball bearing hinges of size 100x89x3 mm of approved make, including applying a coat of approved f ire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-Charge (panelling to be paid for seperately).

DSR.2021.9.164 WOOD AND PVC WORK Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/sqm) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/ powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-Charge with glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredited labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm.

DSR.2021.9.170.1 WOOD AND PVC WORK Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. 200 mm

DSR.2021.10.1 STEEL WORK 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

DSR.2021.10.2 STEEL WORK Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

DSR.2021.10.6.2 STEEL WORK Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover

DSR.2021.10.7 STEEL WORK Providing and fixing ball bearing for rolling shutters.

DSR.2021.10.9 STEEL WORK Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured).

DSR.2021.10.14.1.2 STEEL WORK Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 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 1.60 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 carbon steel galvanised dash fastener of required dia and size (to be paid for separately)

DSR.2021.10.16.2 STEEL WORK 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 Hot finished seamless type tubes

DSR.2021.10.19 STEEL WORK Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.

DSR.2021.10.25.1 STEEL WORK 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

DSR.2021.10.25.2 STEEL WORK 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

DSR.2021.10.26.1 STEEL WORK Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube

DSR.2021.10.28 STEEL WORK Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in?charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

DSR.2021.11.4 FLOORING 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

DSR.2021.11.6.1 FLOORING 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

DSR.2021.11.26.1 FLOORING 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

DSR.2021.11.27 FLOORING 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.

DSR.2021.11.31 FLOORING Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab

DSR.2021.11.32 FLOORING Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre.

DSR.2021.11.33.1 FLOORING 25 mm wooden planking, tongued and grooved in flooring, including fixing with iron screws complete with : Second class teak wood

DSR.2021.11.37 FLOORING Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pigment etc., complete.

DSR.2021.11.41 A.1.1 FLOORING Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm 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. 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 Double charge vitrified tile polished finish of size Size of Tile 600 x 600 mm

DSR.2021.11.41 A.3.1 FLOORING Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm 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. 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 Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm

DSR.2021.11.46.2 FLOORING 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

DSR.2021.11.48.2 FLOORING 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. Size of Tile 600x600 mm

DSR.2021.11.5 FLOORING Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles

DSR.2021.11.53 FLOORING Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge:

DSR.2021.11.55.1 FLOORING 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.

DSR.2021.11.56.1 FLOORING 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 colour of Black, Cherry/Ruby Red or equivalent

DSR.2021.12.22 ROOFING 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.

DSR.2021.12.36.2 ROOFING Thermal Insulation of roofing with Expanded polystyrene fixed with suitable adhesive to the false ceiling as per the directions of the Engineer-in-charge: With Type SE - Self Extinguishing type 50 mm thick

DSR.2021.12.45.1 ROOFING Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts 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 : 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks)

DSR.2021.12.47.2 ROOFING Providing & fixing UV stabilised fiberglass 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 flat

DSR.2021.12.5 ROOFING Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

DSR.2021.12.51.1 ROOFING Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm)

DSR.2021.12.51.2 ROOFING Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Flashings/ Aprons.( Upto 600 mm)

DSR.2021.12.51.6 ROOFING Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Gutter (600 mm over all girth)

DSR.2021.12.55 ROOFING Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner.

DSR.2021.13.1.1 FINISHING 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

DSR.2021.13.7.1 FINISHING 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)

DSR.2021.13.11 FINISHING 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).

DSR.2021.13.12 FINISHING 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.

DSR.2021.13.16.1 FINISHING 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)

DSR.2021.13.21 FINISHING Extra for providing and mixing water proofing material in cement per bag of plaster work in proportion recommended by the manufacturers

DSR.2021.13.22 FINISHING Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof

DSR.2021.13.42.1 FINISHING Distempering with 1st quality acrylic distemper (ready mixed) having VOC 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

DSR.2021.13.44.1 FINISHING Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)

DSR.2021.13.45.1 FINISHING 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

DSR.2021.13.47.1 FINISHING Finishing walls with Acrylic Smooth exterior paint of required shade :Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

DSR.2021.13.48A.1 FINISHING Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

DSR.2021.13.61.1 FINISHING Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

DSR.2021.13.62.1 FINISHING Painting 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

DSR.2021.13.65.1 FINISHING Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : Two or more coats on new work

DSR.2021.13.8 FINISHING 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.

DSR.2021.13.83.2 FINISHING 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. Two coats

DSR.2021.13.85.3 FINISHING Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre

DSR.2021.14.91.1 REPAIRS TO BUILDING Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black f inished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3 mm thick

DSR.2021.14.92 REPAIRS TO BUILDING Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation.

DSR.2021.16.2 ROAD WORK Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).

DSR.2021.16.19 ROAD WORK Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.

DSR.2021.16.45 ROAD WORK Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)

DSR.2021.16.46.1 ROAD WORK Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade 'A' sealing compound conforming to IS: 1834.

DSR.2021.16.53 ROAD WORK Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

DSR.2021.16.63 ROAD WORK Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.

DSR.2021.16.69 ROAD WORK 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).

DSR.2021.16.70.1 ROAD WORK Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm

DSR.2021.16.71 ROAD WORK Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.

DSR.2021.16.74.3 ROAD WORK 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Stone aggregate 40 mm nominal size

DSR.2021.16.75 ROAD WORK Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in?charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).

DSR.2021.16.78.1 ROAD WORK Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

DSR.2021.16.78.2 ROAD WORK Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

DSR.2021.16.79 ROAD WORK Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

DSR.2021.16.91.1 ROAD WORK Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.

DSR.2021.16.96 ROAD WORK Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer?in charge

DSR.2021.19.15.2 DRAINAGE Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20 mm diameter round bar

DSR.2021.19.19.3.1 DRAINAGE Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D - 20 Circular shape 560 mm internal diamete

DSR.2021.20.1.2 PILE WORK Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 450 mm dia piles

DSR.2021.20.2A1 PILE WORK Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). metre Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used. 600 mm dia piles

DSR.2021.20.2A2 PILE WORK Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). metre Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used. 750 mm dia piles

DSR.2021.20.6.1.1 PILE WORK Vertical load testing of piles in accordance with IS 2911 (Part IV)including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity Initial test (Test Load 2.5 times the Safe capacity)

DSR.2021.20.6.1.2 PILE WORK Vertical load testing of piles in accordance with IS 2911 (Part IV)including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity Routine test (Test Load 1.5 times the Safe capacity)

DSR.2021.20.6.2.1 PILE WORK Vertical load testing of piles in accordance with IS 2911 (Part IV)including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Single pile above 50 tonne and upto 100 tonne Safe capacity Initial test (Test Load 2.5 times the Safe capacity)

DSR.2021.20.6.2.2 PILE WORK Vertical load testing of piles in accordance with IS 2911 (Part IV)including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Single pile above 50 tonne and upto 100 tonne Safe capacity Routine test (Test Load 1.5 times the Safe capacity)

DSR.2021.20.7.1.1 PILE WORK Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (part IV) by Kentledge method including preparation of pile head etc for. Single pile Upto 50 tonne Safe capacity pile

DSR.2021.20.7.1.2 PILE WORK Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911 (part IV) by Kentledge method including preparation of pile head etc for. Single pile Above 50 tonne and upto 100 tonne Safe capacity pile

DSR.2021.20.8.1 PILE WORK Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile : Upto 50 tonne capacity pile

DSR.2021.20.8.2 PILE WORK Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile : Above 50 tonne and upto 100 tonne capacity pile

DSR.2021.21.1.1.3 ALUMINUM WORK 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)

DSR.2021.21.1.2.3 ALUMINUM WORK 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling 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) Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)

DSR.2021.21.2.1 ALUMINUM WORK Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer- in-charge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side

DSR.2021.21.3.2 ALUMINUM WORK Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm)

DSR.2021.21.3.3 ALUMINUM WORK 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 8 mm thickness (weight not less than 20 kg/ sqm)

DSR.2021.21.8.1 ALUMINUM WORK 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. Upto 5mm depth and 5 mm width

DSR.2021.21.13 ALUMINUM WORK Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.

DSR.2021.21.15.3 ALUMINUM WORK Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. Polyester powder coated minimum thickness 50 micron aluminium

DSR.2021.21.16.3 ALUMINUM WORK Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in charge Polyester powder coated minimum thickness 50 micron aluminium

DSR.2021. WATER PROOFING Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry 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 slurry 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

DSR.2021.22.7.1 WATER PROOFING Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement:5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e)The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.

DSR.2021.22.22 WATER PROOFING Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work. 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. The crystalline admixture 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.

DSR.2021.22.23.1 WATER PROOFING 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. For vertical surface two coats @ 0.70 kg per sqm

DSR.2021.22.23.2 WATER PROOFING 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. For horizontal surface one coat @1.10 kg per sqm.

DSR.2021.23.1.1.1 RAIN WATER HARVESTING & TUBE WELLS Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil 300 mm dia

DSR.2021.23.4.2 RAIN WATER HARVESTING & TUBE WELLS Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia

DSR.2021.23.5 RAIN WATER HARVESTING & TUBE WELLS Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

DSR.2021.23.6 RAIN WATER HARVESTING & TUBE WELLS Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

DSR.2021.23.7 RAIN WATER HARVESTING & TUBE WELLS Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in charge.

DSR.2021.23.9 RAIN WATER HARVESTING & TUBE WELLS Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer in-charge.

DSR.2021.23.13.2 RAIN WATER HARVESTING & TUBE WELLS Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia

DSR.2021.23.14.2 RAIN WATER HARVESTING & TUBE WELLS Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm dia

DSR.2021.23.15.2 RAIN WATER HARVESTING & TUBE WELLS Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia

DSR.2021.25.1 STRUCTURAL GLAZING ALUMINIUM COMPOSITE PANEL 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.

DSR.2021.26.25 NEW TECHNOLOGY AND MATERIALS Providing and fixing 15 mm thick false ceiling tiles at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991,in true horizontal level on the existing frame work consisting of T-sections and Lsections suitably fixed according to tile size as per direction of Engineer-in-charge.

NS.1.1 Providing , fabricating and transporting at site Portable cabin new fabricated contanier with entry door - 3' x 6'-6" & sufficient windows , fully furnished, with LED lights , fans , A.C. of required capacity .The shell shall be fabricated from tested quality steel duly welded fixed to the base frame of pressed mild steel C- channel section os size 100 mm x 50 mm . The corner post shall be of M.S. square hollow section 60 mm x 60 mm and cross members shall be mild steel C-channel section of size 75 mm x 40 mm . The side walls shall have M.S. frame work with square pipes and wall thickness 50 mm , exterior wall shall be CR bended sheet welded on M.S. frame and internal wall of 8 mm thick pre-laminated MDF sheet. The roof shall be self draining type with CR corrugated sheet welded with M.S. farme structure. The ceiling shall be finished with 8mm thick pre-laminated MDF sheet. The door frame work shall be of M.S.tubular section 30mm x 30mm covered with M.S. CR sheet and inside face finished with 4mm Bakelite sheet with suitable locking arrangement. The inside and outside surface to be painted with two coats of red oxide primer over which two coats of corrosion free epoxy paint shall be applied. The floor shall comprise of 18mm thick cement sheet fixed to bottom frame with self taping screws and 1.30 mm vinyl floor shall be fixed on the cement sheet panel. The walls and roof shall be insulated with 50mm thick glass wool. The interior shall be aesthetically finished giving a custom built appearance having high quality workmanship. All vertical and horizontal corners shall be finished with aluminium section. All electrical system shall be of high quality adhering to all safety provision of relevant BIS standards. The rate includes warranty including maintainace of cabins for 3 years free of cost. Pota cabin 1- Client office with 3 desks furnished with AC, furnitture etc

NS.1.2 Providing , fabricating and transporting at site Portable cabin new fabricated contanier with entry door - 3' x 6'-6" & sufficient windows , fully furnished, with LED lights , fans , A.C. of required capacity .The shell shall be fabricated from tested quality steel duly welded fixed to the base frame of pressed mild steel C- channel section os size 100 mm x 50 mm . The corner post shall be of M.S. square hollow section 60 mm x 60 mm and cross members shall be mild steel C-channel section of size 75 mm x 40 mm . The side walls shall have M.S. frame work with square pipes and wall thickness 50 mm , exterior wall shall be CR bended sheet welded on M.S. frame and internal wall of 8 mm thick pre-laminated MDF sheet. The roof shall be self draining type with CR corrugated sheet welded with M.S. farme structure. The ceiling shall be finished with 8mm thick pre-laminated MDF sheet. The door frame work shall be of M.S.tubular section 30mm x 30mm covered with M.S. CR sheet and inside face finished with 4mm Bakelite sheet with suitable locking arrangement. The inside and outside surface to be painted with two coats of red oxide primer over which two coats of corrosion free epoxy paint shall be applied. The floor shall comprise of 18mm thick cement sheet fixed to bottom frame with self taping screws and 1.30 mm vinyl floor shall be fixed on the cement sheet panel. The walls and roof shall be insulated with 50mm thick glass wool. The interior shall be aesthetically finished giving a custom built appearance having high quality workmanship. All vertical and horizontal corners shall be finished with aluminium section. All electrical system shall be of high quality adhering to all safety provision of relevant BIS standards. The rate includes warranty including maintainace of cabins for 3 years free of cost. Pota Cabin 2- meeting room of 10-14 seater conference room with table, chair, TV with presenation facility, AC fuly furnished.

NS.1.3 Providing , fabricating and transporting at site Portable cabin new fabricated contanier with entry door - 3' x 6'-6" & sufficient windows , fully furnished, with LED lights , fans , A.C. of required capacity .The shell shall be fabricated from tested quality steel duly welded fixed to the base frame of pressed mild steel C- channel section os size 100 mm x 50 mm . The corner post shall be of M.S. square hollow section 60 mm x 60 mm and cross members shall be mild steel C-channel section of size 75 mm x 40 mm . The side walls shall have M.S. frame work with square pipes and wall thickness 50 mm , exterior wall shall be CR bended sheet welded on M.S. frame and internal wall of 8 mm thick pre-laminated MDF sheet. The roof shall be self draining type with CR corrugated sheet welded with M.S. farme structure. The ceiling shall be finished with 8mm thick pre-laminated MDF sheet. The door frame work shall be of M.S.tubular section 30mm x 30mm covered with M.S. CR sheet and inside face finished with 4mm Bakelite sheet with suitable locking arrangement. The inside and outside surface to be painted with two coats of red oxide primer over which two coats of corrosion free epoxy paint shall be applied. The floor shall comprise of 18mm thick cement sheet fixed to bottom frame with self taping screws and 1.30 mm vinyl floor shall be fixed on the cement sheet panel. The walls and roof shall be insulated with 50mm thick glass wool. The interior shall be aesthetically finished giving a custom built appearance having high quality workmanship. All vertical and horizontal corners shall be finished with aluminium section. All electrical system shall be of high quality adhering to all safety provision of relevant BIS standards. The rate includes warranty including maintainace of cabins for 3 years free of cost. Pota cabin 3- PMC cabin for staff of 8-9 people with desk, chair, pin boards, AC, etc.

NS.1.4 Providing , fabricating and transporting at site Portable cabin new fabricated contanier with entry door - 3' x 6'-6" & sufficient windows , fully furnished, with LED lights , fans , A.C. of required capacity .The shell shall be fabricated from tested quality steel duly welded fixed to the base frame of pressed mild steel C- channel section os size 100 mm x 50 mm . The corner post shall be of M.S. square hollow section 60 mm x 60 mm and cross members shall be mild steel C-channel section of size 75 mm x 40 mm . The side walls shall have M.S. frame work with square pipes and wall thickness 50 mm , exterior wall shall be CR bended sheet welded on M.S. frame and internal wall of 8 mm thick pre-laminated MDF sheet. The roof shall be self draining type with CR corrugated sheet welded with M.S. farme structure. The ceiling shall be finished with 8mm thick pre-laminated MDF sheet. The door frame work shall be of M.S.tubular section 30mm x 30mm covered with M.S. CR sheet and inside face finished with 4mm Bakelite sheet with suitable locking arrangement. The inside and outside surface to be painted with two coats of red oxide primer over which two coats of corrosion free epoxy paint shall be applied. The floor shall comprise of 18mm thick cement sheet fixed to bottom frame with self taping screws and 1.30 mm vinyl floor shall be fixed on the cement sheet panel. The walls and roof shall be insulated with 50mm thick glass wool. The interior shall be aesthetically finished giving a custom built appearance having high quality workmanship. All vertical and horizontal corners shall be finished with aluminium section. All electrical system shall be of high quality adhering to all safety provision of relevant BIS standards. The rate includes warranty including maintainace of cabins for 3 years free of cost. Pota cabin 4- Toilet cabin with urinal, WC and WB facilty, with seperate pantry area.

NS.2 Diluting and injecting chemical emulsion for pre constructional anti-termite treatment and creating continuous chemical barrier under and around the column pits,wall trenches basement excavation top surface of plinth filling,junction of wall & floor,along the external perimeter of building ,expansion joints,over the top surface of consolidated earth on which apron is to be laid,surroundings of pipes and conduits etc. complete as per specifications. (Plinth area of the building at ground floor only shall be measured and paid for )

NS.3 Providing and fixing of Glass Reinforced Concrete (G.R.C) paving Tiles in apporoved Hard wood pattern of size 15" x 3-3/4''. The thickness of the tiles should range between 20 to 22 mm, allowing variance of ±2 mm in accordance with IS: 1237‐1980. The tiles should be made with M‐40 Grade Concrete mix design having ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with British Standards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers and others. The tiles should be produced with high vibration technology and should have compressive strength equivalent to M‐40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hrs immersion method, less than 8%. The beds where the tiles are to be laid shall be clean, wet and mopped. The bedding for the tiles shall be 20mm thick and with cement mortar 1:3 (1 cement: 3 coarse sand) and it shall be spread properly and the usage shall begin only after 48 hours.

NS.4 Providing and fixing of Glass Reinforced Concrete (G.R.C) paving Tiles in apporoved Cobble Wedge pattern of size 6" x 3-3/4". The thickness of the tiles should range between 20 to 22 mm, allowing variance of ±2 mm in accordance with IS: 1237‐1980. The tiles should be made with M‐40 Grade Concrete mix design having ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with British Standards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers and others. The tiles should be produced with high vibration technology and should have compressive strength equivalent to M‐40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hrs immersion method, less than 8%. The beds where the tiles are to be laid shall be clean, wet and mopped. The bedding for the tiles shall be 20mm thick and with cement mortar 1:3 (1 cement: 3 coarse sand) and it shall be spread properly and the usage shall begin only after 48 hours.

NS.5 Supply of Unistone Claystone exterior fired clay paving tiles for all outdoors, semi outdoors area or interiors as per either of mentioned approved shade & texture, in nominal sizes 195 mm X 195 mm, 195 mm X 295 mm (±5mm), in 20 mm thickness. The product shall have rounded corners. All sizes mentioned above are non - rectified. The product shall weigh approximately 4 Kg per Sq. Ft. The product top surface shall be treated with acrylic urethane and surface water absorption should not exceed 3 % and should be less than 8%, by 24 hours’ immersion method, as per IS 654:1992. The tiles would be made from special earth sourced from barren lands and firing temperature would be more than 1100° Celsius in a specialized bio fuelled furnace having 56 burners maintaining adequate firing temperatures. The modulus of rupture shall be minimum 30 N / mm 2 as per IS 13630 (P-6): 2006 & breaking strength shall be minimum 1100 N 2 as per IS 13630 (P-6): 2006 The tiles should be applied to a well compacted & cured surface, PCC or RCC. Concrete subgrade should be free from any loose particle and foreign material. The surface should be in SSD (Saturated Surface Dry) by means of water. Level pads for finished floor should be marked, and uniformly spread, considering required slope. Mortar bedding of (30-40) mm is prepared with ratio of 1:6 (cement: sand) lean mixture. Avoid rich mix proportions Cement slurry should be spread on the surface at 3 kg/sq. ft. approximately Using reference lines, tiles are placed in line, level is checked and right angle is maintained throughout Use dot points to check the tiling accuracy. Tiles near wall are supposed to be placed 12 mm away from wall for skirting After laying tile, it should be levelled by light tamping with wooden mallet. Plus, shaped spacers of minimum 8 mm width groove size, should be used to maintain the alignment of tiles. Spacers are provided for removal of air below tiles or extra cement. Surface is now kept for drying When the floor dries, floor should be cleaned thoroughly. After curing for three days (avoid unnecessary foot movements), cover the tile flooring with bubble sheet/POP Sheet to avoid any scratched. Grouting of tiles i.e. all joints to be done with exterior grade elastomeric polymer modified cementitious grout in approved shade or alternatively a fine sand and grey cement can be used as well in ratio of 3 :1 (Fine Sand: Grey Cement) Texture – Linea (Sand blast or Smooth) OR Stonia

NS.6 Providing and Fixing Unistone Flexible Stone ‘Rough Granite’ stone finish in approved shade, having dimensions 560 mm X 1120 mm OR ‘Split Stone’ stone finish in approved shade, having dimensions 590 mm X 1190 mm ,thickness 3 mm, weighing approximately between 0.45Kg -0.50 Kg Sq. Ft. The Flexible veneer shall be fixed on existing cured, smooth, undulation free plastered surface of 1:3 (Cement: Coarse Sand) substrate with Unistone ‘Ultimate’ Polymer Modified cementitious tile adhesive. The veneer can be fixed with grooves vertical and horizontal (minimum 4mm width) or without any grooves, as approved by Engineer in charge. In case of veneer application with 4 mm groves the same shall be treated with approved shade Unistone ‘Super Grout’ material, an exterior polymer modified cementitious grouting material. The approximate coverage of tile adhesive shall range between 2 – 2.5 Sq. Ft per Kg. The FSBV Panel shall be casted and produced in controlled production environment & shall emulate textures and appearance of natural rough granite finish. The material shall comprise of white Portland cement 43 grade, quartz, fine graded sieved silica aggregates, fine graded coarse sand, binders and UV resistant exterior grade synthetic inorganic Iron oxide pigments. The material shall be free from any Volatile Organic Compounds or Formaldehyde. The product shall have water absorption less than 5% as per ASTMC – 21, shall have dimensional thermal expansion including thickness between 0.8 – 1 mm as per IS 2046 and shall have maximum burn rate of 142.4 mm / minute in Fire test accordance to IS 15061, The manufactured panels shall have an inherent property of being resistant to UV Rays, mild acids or conventional thinners and shall be sustainable for extreme saline, polluted, or industrial fumes environments. The product shall have superior flexibility for it to be cladded to any curved or rounded surface. All application work shall take place in accordance to manufacturer’s instructions and as approved by Engineer in charge, at project site. Pattern – Rough Granite Shade as approved

NS.7 Providing & Laying rubberized Gym flooring tiles made of multi-layered SBR rubber crumbs of minimum size 4- 5mm on top and larger size crumbs on bottom layer for better surface adhesion, bound together with high quality polyurethane based binder. The flooring shall be made of minimum 80% recycled content. The tiles should be of 25mm thickness and square in shape with size 500mm x 500mm and should have air-pockets on bottom side for enhanced sound reduction and cushioning, with minimum density of 0.95 ± 0.05 g/cm3 , compressive stress (at 25% deflection) of 19 ± 2 Kg/cm2 , force reduction of 24% ± 3% (relaxation after 30 minutes) and should have CIT value of 20 ± 5 as tested by an Government of India affiliated agency. When subjected to fire resistance test for cigarette burn, the tiles should not emit any smoke. Tiles should be of internationally accepted standard, supported by export orders. Tiles should be fixed with non-corrosive rubber based adhesive as specified by manufacturer. (Manufacture: Ecoflex Floorings Pvt Ltd.)

NS.8 Supply & Installation of 25mm Prime Performance EPDM (19mm Base + 6mm Top Epdm) EPDM Granules 1-4mm, 22% Polymer High Quality Rubber Material , Made In Malaysia, with BASF/DOW Binder

NS.10 Providing and fixing precoated perforated corrugated sheet

NS.11 Saint Gobain Ecophon microlook tegular edge with 15 mm thickness ,easily demountable tile , manufactured from High density glass wool , visible surface is a batch painted glass tissue in white, back of the tile covered with glass tissue. Size 600x600x15mm, 1200x600x15mm Acoustics-Sound absorption(Alpha W) - 0.95 at 200 mm o.d.s as per EN ISO 354 Acoustics-Sound absorption Class - Class A at 200 mm o.d.s as per EN ISO 11654 Acoustics-Articulation class - 180 as per ASTM E1111, ASTM E1110 NRC - 0.95 NRC as per ASTM C 423 Mould and bacteria resistance - Standard method ISO 846A Humidity Resistance -Permanent ambient RH up to 95% at 30*C without sagging, warping and delaminating ( 13964:2014). Fire Safety - Tested and classified as non combustible according to EN ISO 1182 with reaction to fire classification class A2 s1 d0 according to EN 13501-1 - European Standard. Light Reflectance - 83% light reflectance. Indoor Health & Well-being - Complying with the French regulation on VOC emissions, A+ level. Certified by the Finnish Building Information Group (RTS) with the M1 label. Free from substancesof very high Concern (SVHC) above 100 ppm as defined by the European REACH regulation No1907/2006).Product Certified under GRIHA council of India for Green Ratings. Environmental Product declaration (EPD) acc to international ISO 14025 & EN 15804 series of standards. Circularity - Re-cycled content of more than 70% CE marking - CE-marked according to the harmonised standard EN 13964:2014

NS.12 Saint Gobain Ecophon Baffles of size 1200 length, thickness 40 mm with drop height 200/300 or 600mm as options. Easily demountable. Manufactured from high density glass wool , with Acoustic painted surface on both the sides. Edges are straight cut and painted. . Acoustics-Sound absorption(Alpha p) - 0.9 at 1000 Hz at 600 mm o.d.s as per EN ISO 354:2003 Humidity Resistance -Permanent ambient RH upto 95% at 30 * C without sagging , warping or delaminating (EN 13964:2014). Fire Safety-Tested and classified as non combustible according to EN ISO 1182 with reaction to fire classification class A2 s1 d0 according to EN 13501 -1 -European Standard. Light Reflectance - 85% light reflectance Indoor Health & Well-being - Complying with the French regulation on VOC emissions, A+ level. They should also be certified by the Finnish Building Information Group (RTS) with the M1 label. Free from substances of very high concern (SVHC) above 100 ppm as defined by the European REACH regulation (No1907/2006). Environmental Productdeclaration (EPD) acc to international ISO 14025 & EN 15804 series of standards. Circularity - Re-cycled content of more than 70% CE marking - CE-marked according to the harmonised standard EN 13964:2014 cleaning, weekly wet cleaning 1200 x 200 x 40 mm

NS.13.1 Supply and installation of Besco by Merino TITAN STANDARD series cubicles of width and depth as per specifications/ site drawings. Cubicle height to be 2100 Thickness of Compact Laminate : 18mm Color of HPL Boards: Single Standard Compact Color Special Remarks For Customization : : Size of Cubicle : 1000mm (W) & 1550mm (D) x 2100mm (H) . Door Size : 1995mm (H) x 600mm (W) Divider Size : 1995mm (H) Overall Height Of Cubicle : 2100mm (Including bottom Gap of 100mm) Accessories: Standard - Merino Make Stainless Steel - 304 Grade accessories) a) SS "U" Channe b) SS "F" Channel (Only Corner Unit) c) SS Door Stopper Channel d) SS Coat Hook e) SS Privacy Thumb turn c/w Occupancy Indicator f) SS Door Knob g) SS Spring Loaded Butt Hinges with Cover h) SS Shoe Box - 316 Grade i) Rubber Lining for Door Stopper j) Screws & Wall Plugs For Hostel

NS.13.2 Supply and installation of Besco by Merino TITAN STANDARD series cubicles of width and depth as per specifications/ site drawings. Cubicle height to be 2100 Thickness of Compact Laminate : 18mm Color of HPL Boards: Single Standard Compact Color Special Remarks For Customization : : Size of Cubicle : 1000mm (W) & 1550mm (D) x 2100mm (H) . Door Size : 1995mm (H) x 600mm (W) Divider Size : 1995mm (H) Overall Height Of Cubicle : 2100mm (Including bottom Gap of 100mm) Accessories: Standard - Merino Make Stainless Steel - 304 Grade accessories) a) SS "U" Channe b) SS "F" Channel (Only Corner Unit) c) SS Door Stopper Channel d) SS Coat Hook e) SS Privacy Thumb turn c/w Occupancy Indicator f) SS Door Knob g) SS Spring Loaded Butt Hinges with Cover h) SS Shoe Box - 316 Grade i) Rubber Lining for Door Stopper j) Screws & Wall Plugs For Dining Block

NS.14 Supplying , laying and levelling of organic soil for Horticulture / Landscaping purpose . The rate is inclusive of forest royalty, carriage , loading ,Unloading ,laying and levelling at site and GST.

NS.15 Supplying and filling in sunken area with light weight AAC broken Blocks filling materials having dry density range of 550-650 kg/ cum. The rate include transportation, Unloading ,filling and levelling at site and GST.

NS.16.1 Additional cost for providing and fixing toughened glass in place of float glass in glazing 5 mm toughened glass in place of 5 mm float glass

NS.16.2 Additional cost for providing and fixing toughened glass in place of float glass in glazing 8 mm toughened glass in place of 8 mm float glass

NS.17 Providing and erecting Precast concrete Boundary wall having columns of size 150 x 150 mm & length 3000 mm ( M30 Grade ) reinforced with 7 wire of 4 mm dia of high carbon HTPS wire and Panels of size 2100 x 300 x 50 mm( M30 Grade ) Reinforced with 4 wires of 4 mm dia of hogh carbon HTPS wire. The precast concrete column is to be embedded into concrete beam. including transportation,installation and grouting material. The rate includes supply of Precast materials , unloading of material, erection of precast column and panels, filling of column and panel joint gap by grouting with cement mortar 1:2 and final levelling of precast wall. Beams at bottom and top paid separately.

NS.18 Providing and Fixing of 'Unistone' (G.R.C) Screens in approved size, pattern, thickness and shade Border Thickness: 50 mm Inner Member: 30 mm OR Overall 35mm thick seamless module pattern without a border. Note: GRC Screens will have 50% void and 50% solid area. Providing and fixing '' Glass Fibre Reinforced Concrete (G.F.R.C) / (G.R.C.) Jali / Screens casted with Grade 18 'Spray Mix' concrete design as per GRCA manual in approved size, pattern, thickness (Border 50mm thick & Internal Member 30 mm thick) or overall thickness of 35 mm in approved shade with 50% void 50% solid area. The Jali / Screens should be made from ‘43 grade’ Ordinary Portland Cement in white shade manufactured by ‘JK Cement’ / 'Birla white' / Ultratech / Nuvoco. White Quartz fine graded sieve Silica Sand, Alkali Resistant Glass Fiber reinforcement of 4% manufactured by 'NEG Japan, Owen Corning ‘Saint Gobain’ or equivalent, Super Plasticizers manufactured by ‘Karochem’ or equivalent, Polymers manufactured by ‘Nova Polychem’ or equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by ‘Phenochem industries or equivalent. The Jali’s casting shall take place with layering methodology using- Direct Power Spray machines. The GRC Jali flexural strength average L.O.P should be above or equivalent to 7 N/mm2 & M.O.R should be above or equivalent to 18 N/mm2 for tests done on 28 days cured samples. The fixing of Jali should be done using ‘Dry fixing’ method onto structural support members i.e. R.C.C, Brick work or Red Oxide Primer -paint or Enamel treated mild steel. The fixtures, fasteners and self-tapping screws to be used for dry fixing should be of HP/STEEL GRIP/KLIMAS/Fischer or MS Galvanized Clamps of 40x40x40x4mm to be used. The quantity of fasteners or self-tapping screws shall be calculated in accordance to the weight of Screens and actual site fixing conditions. Welding Electrodes to be of M/s ESAB / ADANI / VICTOR. Joints to be left open for any expansion & contraction due to changes in temperature. If at all there is a requirement of Joint filling, then Elastomeric exterior grade paintable Silicone Sealant of M/s ‘Soudal Seal 212 CS’ or equivalent to be used. For final finishing of Screens one weather shield exterior grade water based diluted paint coat will be done if required. Vendors shall submit shop drawings of the same, the drawings to be duly approved by the Engineer in charge at site.

NS.19 Providing & laying 300 Micron LDPE sheet above sub base below concrete

NS.1 Supply, installation, assembling, connection, testing and commissioning of Panels as per Specification, Technical Data sheet, IS & relevant drawings. All panels and DBs shall be manufacturerd CPRI approved (for 50kA in last two years) panel manufacturer with inhouse 7-tank process and painting facility. The unit rate for each item shall include : 1) Supply of panels Testing of panels as per specifications at manufacturer's works in presence of client's representative and/or consultant. 2) Delivery of the panels / DB's to site. 3) Shifting of the panels from site store to the suitable location. 4) Assembly and wiring of component supplied separately. 5) Installation of panels as per Location arranged by site Engineer in charge including removing packing. 6) Earthing all components, frame etc. to a common internal earth bar. 7) Touching of body with powder coating for demaged parts. All the nuts bolts & joints exposed to the air shall be covered with suitable anti - oxtidant material or as directed by the Engineer incharge. 8) Supply and fixing all accessories and supporting structure. 9) Checking of Internal connection & wiring, operation of switches, MCCB, MCB etc.. 10) Supply of necessary tools, hardware, testing hardware, testing equipment during testing at site. 11) Supply & fixing of 75 mm main steel [No rolling mill material shall be allowed] MS channels for fixing the panel, alongwith all the required civil materials required to complete the job as per the instruction of Engineer Incharge. 12) To carry out the insulation test at site and all the readings shall be submitted in duplicate to the consultant or engineer-in-charge. 13) To co-ordinate with other agencies working at site 14) To prepare submission drawing and to take approval of consultant at each stage. 15) To prepare & submit as-built drawing and handing over document to end user. Supply, installation, assembly, connection, testing and commissioning of DG Sysc Panel as per Specification, Technical Data sheet, IS & SLD.

NS.2 Supply, installation, assembling, connection, testing and commissioning of Panels as per Specification, Technical Data sheet, IS & relevant drawings. All panels and DBs shall be manufacturerd CPRI approved (for 50kA in last two years) panel manufacturer with inhouse 7-tank process and painting facility. The unit rate for each item shall include : 1) Supply of panels Testing of panels as per specifications at manufacturer's works in presence of client's representative and/or consultant. 2) Delivery of the panels / DB's to site. 3) Shifting of the panels from site store to the suitable location. 4) Assembly and wiring of component supplied separately. 5) Installation of panels as per Location arranged by site Engineer in charge including removing packing. 6) Earthing all components, frame etc. to a common internal earth bar. 7) Touching of body with powder coating for demaged parts. All the nuts bolts & joints exposed to the air shall be covered with suitable anti - oxtidant material or as directed by the Engineer incharge. 8) Supply and fixing all accessories and supporting structure. 9) Checking of Internal connection & wiring, operation of switches, MCCB, MCB etc.. 10) Supply of necessary tools, hardware, testing hardware, testing equipment during testing at site. 11) Supply & fixing of 75 mm main steel [No rolling mill material shall be allowed] MS channels for fixing the panel, alongwith all the required civil materials required to complete the job as per the instruction of Engineer Incharge. 12) To carry out the insulation test at site and all the readings shall be submitted in duplicate to the consultant or engineer-in-charge. 13) To co-ordinate with other agencies working at site 14) To prepare submission drawing and to take approval of consultant at each stage. 15) To prepare & submit as-built drawing and handing over document to end user. Supply, installation, assembly, connection, testing and commissioning of Main LT Panel as per Specification, Technical Data sheet, IS & SLD.

NS.3 Supply, installation, assembling, connection, testing and commissioning of Panels as per Specification, Technical Data sheet, IS & relevant drawings. All panels and DBs shall be manufacturerd CPRI approved (for 50kA in last two years) panel manufacturer with inhouse 7-tank process and painting facility. The unit rate for each item shall include : 1) Supply of panels Testing of panels as per specifications at manufacturer's works in presence of client's representative and/or consultant. 2) Delivery of the panels / DB's to site. 3) Shifting of the panels from site store to the suitable location. 4) Assembly and wiring of component supplied separately. 5) Installation of panels as per Location arranged by site Engineer in charge including removing packing. 6) Earthing all components, frame etc. to a common internal earth bar. 7) Touching of body with powder coating for demaged parts. All the nuts bolts & joints exposed to the air shall be covered with suitable anti - oxtidant material or as directed by the Engineer incharge. 8) Supply and fixing all accessories and supporting structure. 9) Checking of Internal connection & wiring, operation of switches, MCCB, MCB etc.. 10) Supply of necessary tools, hardware, testing hardware, testing equipment during testing at site. 11) Supply & fixing of 75 mm main steel [No rolling mill material shall be allowed] MS channels for fixing the panel, alongwith all the required civil materials required to complete the job as per the instruction of Engineer Incharge. 12) To carry out the insulation test at site and all the readings shall be submitted in duplicate to the consultant or engineer-in-charge. 13) To co-ordinate with other agencies working at site 14) To prepare submission drawing and to take approval of consultant at each stage. 15) To prepare & submit as-built drawing and handing over document to end user. Supply, installation, assembly, connection, testing and commissioning of 175KVAR APFCR Panel as per Specification, Technical Data sheet, IS & SLD.

NS.4 Supply, installation, assembling, connection, testing and commissioning of Panels as per Specification, Technical Data sheet, IS & relevant drawings. All panels and DBs shall be manufacturerd CPRI approved (for 50kA in last two years) panel manufacturer with inhouse 7-tank process and painting facility. The unit rate for each item shall include : 1) Supply of panels Testing of panels as per specifications at manufacturer's works in presence of client's representative and/or consultant. 2) Delivery of the panels / DB's to site. 3) Shifting of the panels from site store to the suitable location. 4) Assembly and wiring of component supplied separately. 5) Installation of panels as per Location arranged by site Engineer in charge including removing packing. 6) Earthing all components, frame etc. to a common internal earth bar. 7) Touching of body with powder coating for demaged parts. All the nuts bolts & joints exposed to the air shall be covered with suitable anti - oxtidant material or as directed by the Engineer incharge. 8) Supply and fixing all accessories and supporting structure. 9) Checking of Internal connection & wiring, operation of switches, MCCB, MCB etc.. 10) Supply of necessary tools, hardware, testing hardware, testing equipment during testing at site. 11) Supply & fixing of 75 mm main steel [No rolling mill material shall be allowed] MS channels for fixing the panel, alongwith all the required civil materials required to complete the job as per the instruction of Engineer Incharge. 12) To carry out the insulation test at site and all the readings shall be submitted in duplicate to the consultant or engineer-in-charge. 13) To co-ordinate with other agencies working at site 14) To prepare submission drawing and to take approval of consultant at each stage. 15) To prepare & submit as-built drawing and handing over document to end user. Supply, installation, assembly, connection, testing and commissioning of External Lighting Panel as per Specification, Technical Data sheet, IS & SLD.

NS.5 Supply, installation, assembling, connection, testing and commissioning of Panels as per Specification, Technical Data sheet, IS & relevant drawings. All panels and DBs shall be manufacturerd CPRI approved (for 50kA in last two years) panel manufacturer with inhouse 7-tank process and painting facility. The unit rate for each item shall include : 1) Supply of panels Testing of panels as per specifications at manufacturer's works in presence of client's representative and/or consultant. 2) Delivery of the panels / DB's to site. 3) Shifting of the panels from site store to the suitable location. 4) Assembly and wiring of component supplied separately. 5) Installation of panels as per Location arranged by site Engineer in charge including removing packing. 6) Earthing all components, frame etc. to a common internal earth bar. 7) Touching of body with powder coating for demaged parts. All the nuts bolts & joints exposed to the air shall be covered with suitable anti - oxtidant material or as directed by the Engineer incharge. 8) Supply and fixing all accessories and supporting structure. 9) Checking of Internal connection & wiring, operation of switches, MCCB, MCB etc.. 10) Supply of necessary tools, hardware, testing hardware, testing equipment during testing at site. 11) Supply & fixing of 75 mm main steel [No rolling mill material shall be allowed] MS channels for fixing the panel, alongwith all the required civil materials required to complete the job as per the instruction of Engineer Incharge. 12) To carry out the insulation test at site and all the readings shall be submitted in duplicate to the consultant or engineer-in-charge. 13) To co-ordinate with other agencies working at site 14) To prepare submission drawing and to take approval of consultant at each stage. 15) To prepare & submit as-built drawing and handing over document to end user. Supply, installation, assembly, connection, testing and commissioning of Hostel Block - MAIN LT PANEL on 300mm MS stand as per Specification, Technical Data sheet, IS & SLD.

NS.6 Supply, installation, assembling, connection, testing and commissioning of Panels as per Specification, Technical Data sheet, IS & relevant drawings. All panels and DBs shall be manufacturerd CPRI approved (for 50kA in last two years) panel manufacturer with inhouse 7-tank process and painting facility. The unit rate for each item shall include : 1) Supply of panels Testing of panels as per specifications at manufacturer's works in presence of client's representative and/or consultant. 2) Delivery of the panels / DB's to site. 3) Shifting of the panels from site store to the suitable location. 4) Assembly and wiring of component supplied separately. 5) Installation of panels as per Location arranged by site Engineer in charge including removing packing. 6) Earthing all components, frame etc. to a common internal earth bar. 7) Touching of body with powder coating for demaged parts. All the nuts bolts & joints exposed to the air shall be covered with suitable anti - oxtidant material or as directed by the Engineer incharge. 8) Supply and fixing all accessories and supporting structure. 9) Checking of Internal connection & wiring, operation of switches, MCCB, MCB etc.. 10) Supply of necessary tools, hardware, testing hardware, testing equipment during testing at site. 11) Supply & fixing of 75 mm main steel [No rolling mill material shall be allowed] MS channels for fixing the panel, alongwith all the required civil materials required to complete the job as per the instruction of Engineer Incharge. 12) To carry out the insulation test at site and all the readings shall be submitted in duplicate to the consultant or engineer-in-charge. 13) To co-ordinate with other agencies working at site 14) To prepare submission drawing and to take approval of consultant at each stage. 15) To prepare & submit as-built drawing and handing over document to end user. Supply, installation, assembly, connection, testing and commissioning of Hostel Block - Sub PANEL on 300mm MS stand as per Specification, Technical Data sheet, IS & SLD.

NS.7 Supply, installation, assembling, connection, testing and commissioning of Panels as per Specification, Technical Data sheet, IS & relevant drawings. All panels and DBs shall be manufacturerd CPRI approved (for 50kA in last two years) panel manufacturer with inhouse 7-tank process and painting facility. The unit rate for each item shall include : 1) Supply of panels Testing of panels as per specifications at manufacturer's works in presence of client's representative and/or consultant. 2) Delivery of the panels / DB's to site. 3) Shifting of the panels from site store to the suitable location. 4) Assembly and wiring of component supplied separately. 5) Installation of panels as per Location arranged by site Engineer in charge including removing packing. 6) Earthing all components, frame etc. to a common internal earth bar. 7) Touching of body with powder coating for demaged parts. All the nuts bolts & joints exposed to the air shall be covered with suitable anti - oxtidant material or as directed by the Engineer incharge. 8) Supply and fixing all accessories and supporting structure. 9) Checking of Internal connection & wiring, operation of switches, MCCB, MCB etc.. 10) Supply of necessary tools, hardware, testing hardware, testing equipment during testing at site. 11) Supply & fixing of 75 mm main steel [No rolling mill material shall be allowed] MS channels for fixing the panel, alongwith all the required civil materials required to complete the job as per the instruction of Engineer Incharge. 12) To carry out the insulation test at site and all the readings shall be submitted in duplicate to the consultant or engineer-in-charge. 13) To co-ordinate with other agencies working at site 14) To prepare submission drawing and to take approval of consultant at each stage. 15) To prepare & submit as-built drawing and handing over document to end user. Supply, installation, assembly, connection, testing and commissioning of Commercial Area - MAIN LT PANEL - Commercial Space on 450mm MS stand as per Specification, Technical Data sheet, IS & SLD.

NS.8 Supply, installation, assembling, connection, testing and commissioning of Panels as per Specification, Technical Data sheet, IS & relevant drawings. All panels and DBs shall be manufacturerd CPRI approved (for 50kA in last two years) panel manufacturer with inhouse 7-tank process and painting facility. The unit rate for each item shall include : 1) Supply of panels Testing of panels as per specifications at manufacturer's works in presence of client's representative and/or consultant. 2) Delivery of the panels / DB's to site. 3) Shifting of the panels from site store to the suitable location. 4) Assembly and wiring of component supplied separately. 5) Installation of panels as per Location arranged by site Engineer in charge including removing packing. 6) Earthing all components, frame etc. to a common internal earth bar. 7) Touching of body with powder coating for demaged parts. All the nuts bolts & joints exposed to the air shall be covered with suitable anti - oxtidant material or as directed by the Engineer incharge. 8) Supply and fixing all accessories and supporting structure. 9) Checking of Internal connection & wiring, operation of switches, MCCB, MCB etc.. 10) Supply of necessary tools, hardware, testing hardware, testing equipment during testing at site. 11) Supply & fixing of 75 mm main steel [No rolling mill material shall be allowed] MS channels for fixing the panel, alongwith all the required civil materials required to complete the job as per the instruction of Engineer Incharge. 12) To carry out the insulation test at site and all the readings shall be submitted in duplicate to the consultant or engineer-in-charge. 13) To co-ordinate with other agencies working at site 14) To prepare submission drawing and to take approval of consultant at each stage. 15) To prepare & submit as-built drawing and handing over document to end user. Supply, installation, assembly, connection, testing and commissioning of MAIN LT PANEL - Kitchen + Dining Block on 450mm MS stand as per Specification, Technical Data sheet, IS & SLD.

NS.9 Supply, installation, assembling, connection, testing and commissioning of Panels as per Specification, Technical Data sheet, IS & relevant drawings. All panels and DBs shall be manufacturerd CPRI approved (for 50kA in last two years) panel manufacturer with inhouse 7-tank process and painting facility. The unit rate for each item shall include : 1) Supply of panels Testing of panels as per specifications at manufacturer's works in presence of client's representative and/or consultant. 2) Delivery of the panels / DB's to site. 3) Shifting of the panels from site store to the suitable location. 4) Assembly and wiring of component supplied separately. 5) Installation of panels as per Location arranged by site Engineer in charge including removing packing. 6) Earthing all components, frame etc. to a common internal earth bar. 7) Touching of body with powder coating for demaged parts. All the nuts bolts & joints exposed to the air shall be covered with suitable anti - oxtidant material or as directed by the Engineer incharge. 8) Supply and fixing all accessories and supporting structure. 9) Checking of Internal connection & wiring, operation of switches, MCCB, MCB etc.. 10) Supply of necessary tools, hardware, testing hardware, testing equipment during testing at site. 11) Supply & fixing of 75 mm main steel [No rolling mill material shall be allowed] MS channels for fixing the panel, alongwith all the required civil materials required to complete the job as per the instruction of Engineer Incharge. 12) To carry out the insulation test at site and all the readings shall be submitted in duplicate to the consultant or engineer-in-charge. 13) To co-ordinate with other agencies working at site 14) To prepare submission drawing and to take approval of consultant at each stage. 15) To prepare & submit as-built drawing and handing over document to end user. Supply, installation, assembly, connection, testing and commissioning of Main Panel - Auditorium on 300mm MS stand as per Specification, Technical Data sheet, IS & SLD.

NS.10 Supply, Installation of 10 KVA online UPS with 30 min battery backup with SMF batteries Input voltage : 415V, 3 phase +/- 10% Output voltage : 415V, 3 phase +/- 10% Battery charger Auto / Manual float cum Boost .The rate shall include overvoltage cutoff , undervoltage trip.

DSR.2022.2.4.3(A) 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

DSR.2022.2.4.3(B) Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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) 8 way (4 + 24), Double door

DSR.2022.2.4.2 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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) 6 way (4 + 18), Double door

DSR.2022.2.3.4 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 240 volts, 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) 16way, Double door

DSR.2022.2.3.3 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 240 volts, 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) 12way, Double door

DSR.2022.2.3.2 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 240 volts, 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) 8way, Double door

DSR.2022.2.3.1 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 240 volts, 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) 6way, Double door

DSR.2022.2.10.1 Supplying and fixing 6 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. Single pole

DSR.2022.2.10.3 Supplying and fixing 6 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. Double Pole

DSR.2022.2.14.1 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, earth leakage circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 6A TO 25 A

DSR.2022.2.14.2 Supplying and fixing following rating, double pole, (single phase and neutral), 240 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

DSR.2022.2.14.3 Supplying and fixing following rating, double pole, (single phase and neutral), 240 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. 63 A

DSR.2022.2.10.5 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 commissioninQ etc. as required. Triple pole and neutral - 6-32 A

DSR.2022.NS.11 Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box having following capacity FP MCB - 40 A

DSR.2022.NS.12 Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box having following capacity FP MCB - 63 A

DSR.2022.2.15.1 Supplying and fixing following rating, Four pole, (Three phase and neutral), 415 V, earth leakage circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 25 A

DSR.2022.2.15.2 Supplying and fixing following rating, Four pole, (Three phase and neutral), 415 V, earth leakage 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

DSR.2022.2.2.16 Supplying and fixing following rating, Four pole, (Three phase and neutral), 415 V, MCCB with Enclosure, with thremal magnetic release and thermal spreader in the existing Box complete with connections, testing and commissioning etc. as required. 250 A

DSR.2022.2.18 Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A "C" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required.

DSR.2022.2.2 Supplying and fixing 30 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 30 A "C" curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.

DSR.2022.2.21 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm,made of mild steel, at least 2 mm thick, and vitreous enameled whiteon both sides, and with inscription in single red colour on front sideas reQuired.

DSR.2022.2.22 Providing and fixing H.T. danger notice plate of 250 mm X 200 mm,made of mild steel, at least 2 mm thick, and vitreous enameled whiteas reQuired.

DSR.2022.4.4.4.A Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of cables.(a) 4 core 2.5 Sq. mm

DSR.2022.4.4.4.A.1 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of cables.(a-1) 4 core 4 Sq. mm

DSR.2022.4.4.4.B Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of cables.(B) 4 core 6 Sq. mm

DSR.2022.4.3.4.C Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables(c) 4 core 10 Sq. mm

DSR.2022.4.3.5.A Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables(d) 4 core 16 Sq. mm

DSR.2022.4.3.3.A Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (A) 3 1/2 core 25 Sq. mm ( 16 Sq. mm 1/2 core)

DSR.2022.4.3.3.B Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (B) 3 1/2 core 35 Sq. mm ( 16 Sq. mm 1/2 core)

DSR.2022.4.3.3.C Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (C) 3 1/2 core 50 Sq. mm ( 25 Sq.1/2 mm core)

DSR.2022.4.3.3.D Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (D) 3 1/2 core 70 Sq. mm ( 35 Sq. mm 1/2 core)

DSR.2022.4.3.3.E Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (E) 3 1/2 core 95 Sq. mm ( 50 Sq. mm 1/2 core)

DSR.2022.4.3.3.F Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (F) 3 1/2 core 120 Sq. mm ( 70 Sq. mm 1/2 core)

DSR.2022.4.3.3.G Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (G) 3 1/2 core 150 Sq. mm ( 70 Sq. mm 1/2 core)

DSR.2022.4.3.3.H Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (H) 3 1/2 core 185 Sq. mm ( 95 Sq. mm 1/2 core)

DSR.2022.4.3.3.I Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (I) 3 1/2 core 240 Sq. mm( 120 Sq. mm 1/2 core)

DSR.2022.4.3.3.J Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (J) 3 1/2 core 300 Sq.mm ( 150 Sq. mm 1/2 core)

DSR.2022.4.3.3.K Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (K) 3 1/2 core 400 Sq.mm ( 185 Sq. mm 1/2 core)

DSR.2022.9.2.28 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 400 sq. mm (82mm)

DSR.2022.9.2.27 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 300 sq. mm (70mm)

DSR.2022.9.2.26 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 240 sq. mm (62mm)

DSR.2022.9.2.24 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 185 sq. mm (57mm)

DSR.2022.9.2.23 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 150 sq. mm (50mm)

DSR.2022.9.2.22 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 120 sq. mm (45mm)

DSR.2022.9.2.21 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 95 sq. mm (45mm)

DSR.2022.9.2.20 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 70 sq. mm (38mm)

DSR.2022.9.2.19 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 50 sq. mm (35mm)

DSR.2022.9.2.18 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 35 sq. mm (28mm)

DSR.2022.9.2.17 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 25 sq. mm (35mm)

DSR.2022.9.1.33 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 4 X 16 sq. mm (28mm)

DSR.2022.9.1.32 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 4 X 10 sq. mm (28mm)

DSR.2022.9.1.34(A) Supplying and making end termination with brass compression gland and Copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 4 X 6 sq. mm (28mm)

DSR.2022.9.1.34(B) Supplying and making end termination with brass compression gland and Copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 4 X 4 sq. mm (28mm)

DSR.2022.9.1.34(C) Supplying and making end termination with brass compression gland and Copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 4 X 2.5 sq. mm (28mm)

DSR.2022.4.6.4(A) 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 G.I. suspenders including G.I. bolts & nuts, etc. as required. 300 mm width X 50 mm depth X 1.6 mm thickness

DSR.2022.4.7.4(A) Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "bends" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 300 mm width X 50 mm depth X 1.6 mm thickness

DSR.2022.4.8.4(A) Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Tee" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 300 mm width X 50 mm depth X 1.6 mm thickness

DSR.2022.4.6.4(B) 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 G.I. suspenders including G.I. bolts & nuts, etc. as required. 225 mm width X 50 mm depth X 1.6 mm thickness

DSR.2022.4.7.4(B) Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "bends" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 225 mm width X 50 mm depth X 1.6 mm thickness

DSR.2022.4.8.4(B) Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Tee" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 225 mm width X 50 mm depth X 1.6 mm thickness

DSR.2022.4.6.4(C) 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 G.I. suspenders including G.I. bolts & nuts, etc. as required. 150 mm width X 50 mm depth X 1.6 mm thickness

DSR.2022.4.7.4(C) Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "bends" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 150 mm width X 50 mm depth X 1.6 mm thickness

DSR.2022.4.8.4(C) Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Tee" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 150 mm width X 50 mm depth X 1.6 mm thickness

DSR.2022.14.14.3 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 250 mm dia

DSR.2022.1.10.3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C

DSR.2022.1.11 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.

DSR.2022.1.55.3 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 PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C

DSR.2022.1.31 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.

DSR.2022.1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.

DSR.2022.1.6.2.B.CAT-III Providing & erecting Switch board for Computer or electric apparatus consisting of following modular type accessories mounted with PVC / Metallic concealed/open box with single mounting base frame covered with textured/metallic /white front plate,modules erected with necessary connections as directed 1 no. 6A/16A universal plug-switch combined. 3 nos. 6A Switch 3 nos. 6A 5 pin Plug

NS.13 Providing & erecting Modular type Key Fob Switch consisting of following modular type accessories mounted with PVC / Metallic concealed/open box with single mounting base frame covered with textured/metallic /white front plate,modules erected with necessary connections as directed 25A Key-Fob SSwitch

DSR.2022.1.15 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. Group C

DSR.2022.1.14.1 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

DSR.2022.1.14.2 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire From LDB to switchboard/sockets

DSR.2022.1.14.3 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire From LDB to sockets

DSR.2022.1.21.2(A) Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25 mm

DSR.2022.3.17.1 PIR Occupancy sensor With Day light dimming

DSR.2022.6.7.2 Astrononical time switch suitable for2 output per phase and suitable for single phase supply

DSR.2022.19.1 Supply, Installation, Testing and Commissioning of 1200 mm sweep,BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. with Hanigng Road withSafety Spring to Avoid Hanging - Maximum Weight for the 20KG

DSR.2022.1.25 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.

DSR.2022.1.45 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.

NS.14 Supplying & erecting approved make low noise decorative exhaust fan having square frame ABS body with inbuilt lowers & square frame. 250mm with 1350 RPM.

DSR.2022.2.16.4B(7).CAT-III Supply,installation, testing and commisioning of 600x600mm LED Panel Light of (g) from 45 to 48 watts, 24" x 24", Surge-2 KV Lamp White Aluminum dia cast , LUMEN EFFICACY >110lm/W, PF >0.90, THD <20%, CCT 6000K, powder coated housing, reflector, Diffuced PC cover with LED Panel and driver.

NS.21 Supply,installation, testing and commisioning of IP-65 3-5W LED Surface Mounted Foot light with die cast aluminum 75-150 mm long, powder coated housing, reflector, toughened glass cover with LED lamp and built in driver.

NS.22 Supply,installation, testing and commisioning of Wall Mounted IP-65 2x6W LED up-down light with die cast construction, Double reflector, toughened glass cover with LED lamp and driver.

NS.23 Supply,installation, testing and commisioning of IP-65 7W LED Spike light with die cast aluminum 300 mm long spike, powder coated housing, reflector, toughened glass cover with LED lamp and driver.

NS.24 Supplying and erecting LED Flood light fittings with High power White LEDs wattage of 1Watt and above assembled on single MCPCB, efficiency more than 100 lm/w and corrosion free High pressure die cast aluminum housing with smooth finish powder coated and heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses with company mark/name engraved or embossed 120 to 300 V,Power Factor more than 0.95, THD < 10 %, CCT 3000 K to 5700K, Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 %.CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/ BridgeLux (U.S.A.) make LED used for luminaire. ( fittings required LM-79 & LM-80 certificates) 250W Flood Light (IP-65), Surge -4KV,Light must have 440VAC line supply protection. It should withstand 48 hours for 440VAC line supply

NS.25 Supplying and erecting approved make Octagonal pole made from HR sheet steel. The pole should be made as per IS. and shall be coated with hot dip galvanizing as per IS 2629/2633/4759, suitable suspend local wind speed with integral Junction box consist of terminal plate of min 6mm Hylam sheet, standard profile 35mmX7.5mm Din-Rail for MCB Mounting, stud type terminal and arrangement for cable termination to be erected on foundation as per details given by manufacturer considering site requirement. 8 Mtr. Long 70 mm Top X 155 mm bottom dia, 3 mm thickness with 260mmX260mmX16mm base plate, 4-M20 Bolts and 600mm long J-Bolt.

NS.26 Providing and erecting Street Light pole 900mm dia circular bracket comprising main B Class GI pipe of 50 mm/require outside dia. complete with suitable B Class G.I. sleeve tubing of approx. 450mm length and suitable for fixing the 8 LED Flood Light and having spread of & suitable welded stays, reducer and with check nuts complete painted with one coat of Red oxide / PU base primer and two coats of Aluminium / PU paint.

NS.27 Providing M-20 / 1:2:4 cement concrete foundation & 70 % PCC from bottom including excavation for the pole of size 750 x 750 x 1250 mm Deep in below ground level with plinth of 600 mm x 1000 mm high upper ground level with necessary curing and finishing in approved manner.

NS.29 Supply of approved make FRP Pole having following specifications: FRP Light Pole made by CNC filament winding machine using thermoset resin polyester/epoxy resin system) having minimum 62% glass content. The pole should be in one piece and tapered round in shape, having smooth finish and should be totally free from corrosion as well as non conductive & shock proof Pole should be provided with FRP Anchor Base and it should be heavy duty, or MS Material duly painted with Epoxy paint.Pole should be flame retardant as per IS 6746. Resin used shall be UV resistance and pigmented. A highly weather resistant polyurethane coating shall be applied to the pole after applying suitable primer system that ensures proper adhesion of the paint. Minimum coating thickness shall be 80 to 100 micron. Deflection of the pole shall not exceed more than 10% of the length of pole for the given load“ Pole should be generally made as per the dimensional data, performance criteria and some interchangeability features of poles as per standard ANSI C 136.20 latest version or ASTM D 4923/01 including cable termination box with necessary accessories . The size of pole and type of installation with foundation as per manufacturer details and site requirement are as below . Overall length of 3 Mtr. Average Thickness: 7mm. Top/ Bottom OD Dia A/F 89/145 mm ± 2mm approx. Approx. Weight of Pole 20 kg approx. (Without Base) Anchor Base (Size 250X250 & 12mm th.)

NS.30 Providing M-20 / 1:2:4 cement concrete foundation & 70 % PCC from bottom including excavation for the pole of size 600 x 600 x 750 mm Deep in below ground level with plinth of 500 mm x 750 mm high upper ground level with necessary curing and finishing in approved manner.

NS.31 Supply,installation, testing and commisioning of IP-65 8-12W LED Bollard Light with 900-1200mm Height, die cast aluminum Body, powder coated housing, reflector, PC cover with LED lamp and Built in driver.

DSR.2022.5.17 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.

DSR.2022.5.2(A) Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc.

NS.34 50x10 MM GI Test link (100 mm Long) with MS powder coated junction box (300 x 100 MM).

DSR.2022.5.14 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.

DSR.2022.5.15(A) Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.

DSR.2022.5.2(B) Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc.

DSR.2022.5.15(B) Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.

NS.35 50x10 MM GI Test link (100 mm Long) with MS powder coated junction box (300 x 100 MM).

NS.36 SMC mounting base for above GI strip.

NS.37 Supply, installation, testing and commissioning of LCD Indicator Panel which Displays zone and detector condition of the fire control panel with additional text, Multiple Lines LCD Display of Detector Zone No. & Additional Text.

DSR.2022.17.5.2 Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required. - Fire Rated Cable

DSR.2022.1.21.2(B) Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25 mm

NS.38 Supply, installation, testing and commissioning of Below False Ceilling Addressable ideal optical smoke detector for detecting visible smoke particles with Mounting Base

NS.39 Supply, installation, testing and commissioning of Above False Ceilling Addressable ideal optical smoke detector for detecting visible smoke particles with Mounting Base

DSR.2022.17.2.5 Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED, metallic cover complete with all connections etc as required

NS.40 Supply, installation, testing and commissioning of Addressable Rate of Rise Multi sensors applicable for stable temperature conditions with Mounting Base.

DSR.2022.17.2.15 Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required.

DSR.2022.17.2.14 Supplying, installation, testing & commissioning of addressable manual call point complete as required.

DSR.2022.17.3.1 Supplying, installation, testing & commissioning of 6 zone, voice alarm controller with USB, MP3 player (including 6 zone button paging station) with seamless integration facility with main fire alarmpanel for voice evacuation complete as required

DSR.2022.17.3.2 Supplying, installation, testing & commissioning of 1.5/3/6W ceiling speaker complete as required.

DSR.2022.17.3.3 Supplying, installation, testing & commissioning of 1.5/3/6W metal box ceiling speaker complete as required.

DSR.2022.17.3.4 Supplying, installation, testing & commissioning of ceiling/wall mounted loud speaker, 3/1.5 Watt in ABS enclosure complete as required

DSR.2022.17.3.5 Supplying, installation, testing & commissioning of 6 inches dia, 2watts,70/100 volts ceiling speaker complete as required.

DSR.2022.17.3.6 Supplying, installation, testing & commissioning of digital audioamplifier 50 Watt, 25V rms operating at 240 volt AC supply completeas required. Each

DSR.2022.17.3.7 Supplying, installation, testing & commissioning of digital audio amplifier 75 Watt, 25V rms operating at 240 Volt AC Supply complete as required. Each

DSR.2022.17.3.9 Supplying, installation, testing & commissioning of Voice command keypad 6 zone, with microphone assembly complete as required.

DSR.2022.17.5.3.2 Supplying and drawing of cable Fire Retardant PVC insulated copper conductor cable in the existing surface I recessed steel conduit of following pairs, cores and size including connections and interconnections etc. as required. speaker cable Two pair, 2-core, 1.5 sqmm

NS.41 Supply, Installation, Testing & Commissioning of following size of Grid Tied Solar Power Plant with Solar Panels (ALMM approved): Frame Material : Anodized Aluminum alloy Frame With Twin Wall Profile, Front Cover : High Transmission Low-Iron Tempered Glass (AR Coated), High efficency and positive power tolerance Pmax: 0/+5, Module Efficiency should be approx. 18%-21%, Normal operating temperature 45'C, Junction Box with Waterproof IP67 & MC4 Compatible and Enclosed with Bypass diodes, 100% Electroluminescence test to ensure error free Modules, Thep. temp. co-efficient of the PV module shall equal or better than -0.45%/degree C. Solar PV modules of minimum fill factor 75% to be used. Unit Production:- 4 to 5 Unit /kw /day (Actual)(1Year Avg) With 10 year Product warranty and 25 year Linear Power Warranty., Solar Inverter: MPPT Range: 80-1000 V, Max efficiency: 97.5% - 98.9%, O/p Frequency: 50/60Hz, Operating Altitude (m) ≤4000, O/p Power Factor: ~1, O/P THDi: <3%, Operating Tempreture Range: -25~60°C, Anti-islanding Protection: Hostel Block 590W Each Bi-facial Panel x 400 Nos of Panel with all Required ACDB-DCDB, supporting strcture, accesories and wiring, all required fabrication to withstand local climate Solar panel having a auto cleaning mechanism to cover all required accesories with 5-Year Insurance included in the cost

NS.42 Supply, Installation, Testing & Commissioning of following size of Grid Tied Solar Power Plant with Solar Panels (ALMM approved): Frame Material : Anodized Aluminum alloy Frame With Twin Wall Profile, Front Cover : High Transmission Low-Iron Tempered Glass (AR Coated), High efficency and positive power tolerance Pmax: 0/+5, Module Efficiency should be approx. 18%-21%, Normal operating temperature 45'C, Junction Box with Waterproof IP67 & MC4 Compatible and Enclosed with Bypass diodes, 100% Electroluminescence test to ensure error free Modules, Thep. temp. co-efficient of the PV module shall equal or better than -0.45%/degree C. Solar PV modules of minimum fill factor 75% to be used. Unit Production:- 4 to 5 Unit /kw /day (Actual)(1Year Avg) With 10 year Product warranty and 25 year Linear Power Warranty., Solar Inverter: MPPT Range: 80-1000 V, Max efficiency: 97.5% - 98.9%, O/p Frequency: 50/60Hz, Operating Altitude (m) ≤4000, O/p Power Factor: ~1, O/P THDi: <3%, Operating Tempreture Range: -25~60°C, Anti-islanding Protection: Dining Block : 590W Each Bi-facial Panel x 252 Nos of Panel with all Required ACDB-DCDB, supporting strcture, accesories and wiring, all required fabrication to withstand local climate Solar panel having a auto cleaning mechanism to cover all required accesories with 5-Year Insurance included in the cost

NS.43 Supplying & erecting carbon dioxide (CO2) fire extinguisher user of following capacity with necessary clamps made from 50 x 6 mm M.S. Flat with nut & bolts grouted in wall complete. [A] For 4.5 Kg Capacity

NS.44 Supplying stand first AID box with antiseptic cream, medicine for use on wounds due burn, crepe bandage, gauge bandage, medicated ready to use bandage (Band-aid) adhesive tape for medicinal user, Scissors, anti-septic solution (Savlon or similar) etc. (All above contents shall be of standard makes)

NS.45 Providing printed instruction chart both in English and Gujarati and duly framed with front glasses, for treatment of person suffering from Electric shock

NS.46 Supply and laying of 1.1 KV grade 1000 mm wide rubber insulating mat with thickness of 2.5 mm thick (antiskid type) ISI marked

NS.47 Supply of 2 x 20 W FL T/L self contained emergency light with dry type maintenance free battery

NS.48 HEAT / FIRE RESISTANT COATING OF CABLE : Supply and apply intumescent based coating Hilti CP 678 on cables/bunch cables & cable tray for at least 1 mtr in every 14 mtrs for horizontal runs and to entire length of vertical runs . The coating shall have a density in the range of 1.2 to 1.4 Kg/ L. The coating shall be non-toxic, asbestos and halogen free and shall have good mechanical strength. The coating shall comply with IEC 332 part 3 (1992). The product shall carry test certificate for mold resistance rating of 0 as determined by ASTM G21-96. The product should have a VOC content of approx. 60 g/l as per LEED 2009 and should not have any de-rating effect on the cable. Manufacturer should submitt relevant certificates for mentioned attributes. Coating shall be carried out by approved machine spraying system which will yield uniform thickness & better finish. Firestop installation shall be done by Hilti Accredited Firestop Speciality Contractor (HAFSC) and in accordance with Hilti guidelines . Firestop Speciality Contractor needs to submitt work completition certificate along with installation report through Hilti documentation Software CFS DM for periodic inspection & maintenance purpose.

NS.49 Fire Stop Mortar : Providing Fire stop mortar system Hilti CP 636 , with minimum 2 hours fire rating when tested in accordance with UL 1479/ASTM-E 814 standards, for horizontal openings in floors or slabs after passing service lines like cables/cable bundles, cable trays etc. The mortar shall be a light weight cementitious product and shall carry test certificate in accordance with IEC 60068-2-57:1999-11 (Environmental Testing) as per Part 2-57: Test for Vibration-Time-history method and VERTEQII for seismic zone 4. The product shall be age tested as per Dafstb and DIBT standards. The product shall carry test certificate for mold resistance rating of 0 as determined by ASTM G21-96. The product shall be age tested as per Dafstb and DIBT standards.The system shall be UL listed & classified and product shall bear the UL and FM approval logo on the packing. If none of UL test certificate comply with actual application, an EJ document (as per IFC Guidelines) prepared by a qualified personnel and based on nearest third party tested & approved systems like UL test certificates & in accordance with IFC guidelines shall be producted by manufacturer. A firestop submittal shall be produced by manufacturer , in accordance with approved passive fire protection method statement, for technical approval. Firestop installation shall be done by Hilti Accredited Firestop Speciality Contractor (HAFSC) and in accordance with Hilti guidelines and UL system test certificates or approved EJ document. Firestop Speciality Contractor needs to submitt work completition certificate along with installation report through Hilti documentation Software CFS DM for periodic inspection & maintenance purpose. The gaps around inaccessible or complicated openings shall be sealed with exapnding firestop foam Hilti CP 620 and shall be paid under separate heads and as mentioned below.

NS.50 firestop foam Hilti CP 620 on both sides of wall, with minimum 2 hours fire rating when tested in accordance with UL 1479/ASTM-E 814, for horizontal openings in floors or slabs made of concrete/ masonry or Gypsum after passing service lines like cable trays or cables/cable bundles. The expanding foam expands seven times its volume to fill the cavity at the time of dispensing the material and shall fully cure within two minutes after dispensing. The product shall be age tested as per Dafstb and DIBT standards. The product shall provide water tightness when tested for W rating as per UL standards and shall carry test certificate for sound insualtion of 50 db when tested in accordance with ASTM E 90. The product shall carry test certificate for mold resistance rating of 0 as determined by ASTM G21-96 and shall have a VOC content of approx. 1.3 g/l as per LEED 2009. The product shall be tested in accordance with IEC 60068-2-57:1999-11 (Environmental Testing) as per Part 2-57: Test for Vibration-Time-history method and VERTEQII for seismic zone 4. The system shall be UL listed & classified and product shall bear the UL and FM approval logo on the packing. The system shall be UL listed & classified and product shall bear the UL & FM approval logo on the packing. If none of UL test certificate comply with actual application, an EJ document prepared by a qualified personnel and based on nearest third party tested & approved systems like UL test certificates & in accordance with IFC guidelines shall be producted by manufacturer. A firestop submittal shall be produced by manufacturer , in accordance with approved passive fire protection method statement, for technical approval. Firestop installation shall be done by Hilti Accredited Firestop Speciality Contractor (HAFSC) and in accordance with Hilti guidelines and UL system test certificates or approved EJ document. Firestop Speciality Contractor needs to submitt work completition certificate along with installation report through Hilti documentation Software CFS DM for periodic inspection & maintenance purpose.

NS.51 Fire Stop mineral wool board : Providing & Supplying HILTI or equivalent make, Passive Firestop system using HILTI or equivalent make, Mineral wool board along with CP 670 coating of 1 mm DFT and CP 606 Firestop filler or Equivalent system. Fire barrier coating of 1 mm thickness should be apply on Mineral wood board (density min. 150 kg/cu. meter) and fill the remaining gap around entrants with suitable filler of depth same as mineral wool panel thickness to provide 2 hour fire rating on solid structure (wall- min. 80 mm, floor- min. 150 mm thickness) when subject to test conditions of BS 476: part 20:1987 and after age testing to DafStb guidelines. Cables and cable tray should be coated with above same coating up to minimum length of 300 mm to prevent spread of fire. Fire barrier coating and filler should be approved to international test standard like BS 476 and tested by FM, LPC, BRE, and WFRC.For wall opening the Board system should be used on both sides of the wall and for floor opening it should be used only on one side.

NS.52 DP Strcture Supplying, Testing & Commissioning of HT DP Structure with necessary civil works as per specification and Details given below. a) 1 set of 11 kV Double pole MS structure (10 meters) b) 3 Nos. 9kV Gapless Lightning Arresters c) 1 no. 400 Amps GOD d) 1 set DO fuses e) 1 set of MS Channel (ISMC 75X40) supports f) 1 Set of Pin Insulators (as required) g) 1 set of Disc insulators (as required) h) 1 set of Stay wire (as required) i) ACSR DOG conductor with Raychem insulation tap (as required) j) other accessories & hardware to make system complete in all respect as per standard design practice and CEIG norms.

NS.53 Supplying, Testing & Commissioning of & Leveling & rubble soiling the switchyard and ground with 1" size metal for a height of 150 mm from ground level for 6 x 6 mtr area complete in all respect as directed by engineer in charge.

NS.54 Supplying, Testing & Commissioning of Chain link fencing 50 x 50 mm Square of 10 SWG GI wire,2m height with gate for switchyard of 10 x 6 m and Runs of barbed wire above complete in all respect as directed by engineer in charge

NS.55 Supplying, Testing & Commissioning of & Unloading, shifting at site, assembling, installing, testing and commissioning of HT RMU Panel suitable for outdoor mounting having with Following details complete in all respect as per technical specifications. Incomer - 11KV HT Side : One no of 11 KV, 400 Amps 350 base MVA with Fault level withstand capcity of 21KA/3sec of fix type HT VACCUM type circuit breaker as Main incoming circuit breakers panel with CT & PT of appropriate rating for protection with Multifunction trivactor meter with MD Indicator Outgoing - 11KV HT Side : Two no of 11 KV, 400 Amps 350 base MVA with Fault level withstand capcity of 21KA/3sec of fix type HT VACCUM type circuit breaker as transformer incoming circuit breakers panel with CT & PT of appropriate rating for protection with Multifunction trivactor meter with All Tranformer Protection,

NS.56 Supplying, Testing & Commissioning of & Unloading, shifting at site, assembling, installing, testing and commissioning of Transformer : 1 no of 11KV / 433V, Dyn11, 1000KVA dry type transformer with +/- 7.5 % on load tape Changer in step of 1.25% with RTCC COntrl Panel with All Required accesories and Approval

NS.57 SITC of 11 KV, 3 core Al. 240 sqmm H.T. XLPE armoured unearth cable

NS.58 SITC of H.T. cable outdoor type end connection for 11 KV XLPE, 240 sq mm x 3 core cable

NS.59 SITC of H.T. cable indoor type end connection for 11 KV XLPE, 240 sq mm x 3 core cable

NS.60 Supplying & Erecting conventional type Carbon Dioxide fire extinguishers of ISI approved of 3.2 kgs

NS.61 Supplying & Erecting conventional tyep Carbon Dioxide fire extinguishers of ISI approved of 5.0 kgs

NS.62 Suppplying & Erecting automatic emergency light with maintenance free battery for 20 watts LED tube. With exide make battery

NS.63 Supplying & Erecting Rubber mat 1.1 KV grade ISI marked 1000 x 2000 x 6 mm size.

NS.64 Supplying & Erecting Rubber mat 11 KV grade ISI marked 1000 x 2000 x 12 mm size.

NS.65 Providing and erecting danger notice board for medium voltage installation to be erected as per I.S. The board should be 150 x 150 mm.

NS.66 Providing and erecting danger notice board for high voltage installation to be erected as per I.S.

NS.67 Providing printed instruction chart both in English & REGIONAL LANGUAGE & duly framed out on glass for treatment of person suffering from Electric shock.

NS.68 Providing pair of rubber hand gloves suitable for working on 11 KV/22 KV supply.

NS.69 Supplying Standard First aid box with all the Standard contents.

NS.70 Supplying GI bucket round bottom duly painted 13 Ltrs. capacity & filled with dry sand & kept on stand provided on stand or wall hook.

NS.71 Supplying & Erecting 1.5 mtr. (5') x 0.9 mtr. (3.1') x 0.6 mtr. (2.1') Floor mounted stand (For keeping 4 Nos.of buckets) made of 30 x 30 x 4 mm. angle iron welded with 4 hooks and duly painted with one coat of red lead & two coats of Approved enameled silver paints.

NS.72 Supplying & Erecting Wall hooks of 22 to 25 cms. projection for keeping fire buckets made out of 15 mm. dia M.S. rod grouted in wall to a depth of minimum 15 cms.

NS.73 Preparing necessary drawing submitting to authorities (UGVCL), getting their approval / senction and final certificate to energize the sub-station equipment’s. Filling the necessary application to supply co. following up and getting the supply filling the necessary test report to the supply co. and all require supporting charges in scope of Contractor. All official / statutory fees shall be paid by clients.

NS.74 Supplying, Installation,Testing & Commissioning of 500KVA, 430V Diesel Generator Set with acoustic enclosure as per specification as per the instruction of engineer-in-charge and as per the instruction manual of the manufacturer. The unit rate shall include loading / unloading, shifting from site store to the place of installation, positioning on readymade platform, assembling of loose accessories supplied by the manufacturer, wiring & connection of auxiliary circuits, installation, testing & commissioning of control Panel and supply of all necessary hardware. Alternator complete with all necessary fuel piping, exhaust piping, control panel, AMF Panel, silencer & its piping, Acoustic silencer, base frame, battery and charger complete in all respect. Scope also includes preparing necessary drawing submitting to authorities, getting their approval / sanction and final certificate including NOC from pollution board (if required) to energize the DG Set .

NS.75 Supply and fixing of Exhaust piping with suitable exhaust MS pipe cladded with glasswool insulation and aluminium cladding with 24SWG sheet. Cost Include All Requirted Fabrication work and supporting Strcture

NS.76 Supply and fixing of Fabrication with All Require Support - One Coat Primar with Two Coat Enamel paing , LA wih Earthing and Strobe Light

NS-88 Access Control Supply iand installation of Access Control with face, Thumb and Card Reader of 800 person data record capacity with all required accessories

NS-89 Access Control Supply iand installation of Magnetic Door locak / rack bolt for the card reader

NS-90 Access Control Supply iand installation of Push Relase Switch

NS-91 Access Control Supply and laying of specified make Cat 6 4 pair Computer data wire to be done in prelaid PVC pipe / raceway , but without the cost of raceway or pipe ( the wire is to be drawn from server/switch to outlet point)

NS-92 Access Control Supply & laying of 25 mm dia. rigid PVC conduit of medium gauge.

NS-93 Wifi Network Supply, Installation, Testing & Commissioning of 15U (600W X 600D)MM Wall mount closed rack with front glass door, fan tray on top, perforated rear doors, keyboard tray with shelf. Casters & 2 nos vertical power strip with std, as per technical specification etc. as required. Approved Make : Dlink / Uniteco/ Alpine / Valrack

NS-94 Wifi Network Supplying & Laying 24 port rack mounted POE switch for the following specification Approved by CUL Listed, CE, EN 60950, FCC Part 15 Class A, TUV, UL Listed 24 10/100/1000Mbps RJ45 ports to be considered.

NS-95 Wifi Network Supplying, installtion, testing and commissioning of Wireless access point supporting dual band with 802.11a/n/ac (5 GHz) and 802.11g/n (2.4GHz) concurrent operation with MIMO support 3x3, One 10/100/1000 BASE-TX auto-sensing (RJ45) PoE port as per technical specification etc. as required. Approved Make : Cisco/ Aruba/ Netgear

NS-96 Wifi Network Supply and Installation of powder coated computer Data I/O suitable for Cat6e Computer Data I/O's with cable termination at one end with RJ-45 Data I/O & White, Face Plate

NS-97 Wifi Network Supply and laying of specified make Cat 6 4 pair Computer data wire to be done in prelaid PVC pipe / raceway , but without the cost of raceway or pipe ( the wire is to be drawn from server/switch to outlet point)

NS-98 Wifi Network Supply & laying of 25 mm dia. rigid PVC conduit of medium gauge.

NS-99 Wifi Network Supply, Installation, Testing & Commissioning of 6-core Cable - Gel-filled, 9/125 Single Mode OS2 Fiber Cabel, as per technical specification etc. as required. Approved Make : Commscope / Uniteco/ Legrand

NS-100 Wifi Network Supply, Splicing,Testing & Commissioning/ Termination of LC-Style Pigtail, 9/125, Singlemode, 1.5 meter, as per technical specification etc. as required. Approved Make : Commscope / Uniteco/ Legrand

NS-101 Wifi Network Supply, Installation, Testing & Commissioning of LC-LC single mode duplex fiber optic patch cord 3mtr, as per technical specification etc. as required. Approved Make : Commscope / Uniteco/ Legrand

NS-102 Telephone & Data Distribution Network Supply, installation, connection, testing and commissioning of telephone and data network system.The unit rate considered on running meter basis includes supply, laying, connection, testing and commissioning of multipair telephone/data cables through rigid PVC conduit from tag block/HUB of each block to MDF located in the data room/near EPABX system. The telephone cable shall be installed in a concealed manner in the vertical riser including supply & fixing tag block with KRONE type terminal Junction box of specified make. PVC Conduits Supply, Installation, Testing & Commissioning of 25 mm dia. MEDIUM GUAGE rigid PVC pipe with all acessories

NS-103 Telephone & Data Distribution Network Cabling Supplying and Laying of 0.51 mm dia Tinned copper 10 pair armoured telephone cable where ever required in prelaid conduit.

NS-104 Telephone & Data Distribution Network Cabling Supplying and Laying of 0.51 mm dia Tinned. copper 20 pair armoured telephone cable where ever required in prelaid conduit.

NS-105 Telephone & Data Distribution Network Cabling Supplying and Laying of 0.51 mm dia Tinned. copper 50 pair armoured telephone cable where ever required in prelaid conduit.

NS-106 Telephone & Data Distribution Network Cabling Supplying and Laying of 0.51 mm dia Tinned. copper 100 pair armoured telephone cable where ever required in prelaid conduit.

NS-107 Telephone & Data Distribution Network Tag Blocks Supply & fixing of 10 pair tagblock with KRONE terminal

NS-108 Telephone & Data Distribution Network Tag Blocks Supply & fixing of 20 pair tagblock with KRONE terminal

NS-109 Telephone & Data Distribution Network Tag Blocks Supply & fixing of 50 pair tagblock with KRONE terminal

NS-110 Telephone & Data Distribution Network Tag Blocks Supply & fixing of 100 pair tagblock with KRONE terminal

NS-111 Telephone & Data Distribution Network Tag Blocks Supply & fixing of 200 pair tagblock with KRONE terminal

NS-112 Telephone & Data Distribution Network Supply and laying of specified make Cat 6 4 pair Computer data wire to be done in prelaid PVC pipe / raceway , but without the cost of raceway or pipe ( the wire is to be drawn from server/switch to outlet point) Supply and laying of specified make Cat 6 4 pair Computer data wire to be done in prelaid PVC pipe / raceway , but without the cost of raceway or pipe ( the wire is to be drawn from server/switch to outlet point)

NS-113 Telephone & Data Distribution Network Telephone Outlet Point Supplying, installing, testing and commissioning of one telephone point to be done with telephone outlet socket RJ-11 (jack type) and box of the specified make.

NS-114 Telephone & Data Distribution Network Telephone Outlet Point Supplying, installing, testing and commissioning of Installation of 2 INCOMING / 25 OUTGOING EXPANDABLE EPABX WITH VIDEO CALLING FACILITY

2021-22.7.1.8 Telephone & Data Distribution Network Telephone Outlet Point Supplying & erecting Push button type telephone instrument (A)BEETEL Secure / BPL/, SONY / PANASONIC or equivalent make

NS-115 ELV Cable HDMI CABLE - 10 MTR LENGTH

NS-116 ELV Cable HDMI CABLE - 15 MTR LENGTH

NS-117 ELV Cable HDMI CABLE - 25 MTR LENGTH

NS-118 ELV Cable HDMI CABLE - 35 MTR LENGTH

NS-119 ELV Cable VGA / AV CABLE - 10 MTR LENGTH

NS-120 Audio Video System Supplying, installation, testing and commissioning of 3LCD normal throw Laser projector , WUXGA, 6500 lumens brightness, with required lens as per screen size and with required mounting kit. as per technical specification etc. as required.

NS-121 Audio Video System Supply, Installation, Testing and Commissioning of 180 inch Diagonal Motorized Screen, 16:10 Aspect ration, Tubular Motorized screen, Fiber Glass Fabric with RF remote and mounting accessories, as required. as per technical specification etc. as required with RS485

NS-122 Audio Video System Supply, installation, testing and commissioning of All–in–One Presentation Switcher cum scaler with Room Controller & Power Amplifier, Minimum 6 HDMI & 2 HDBT inputs, Minimum 2 HDMI & 2 HDBaseT outputs, include master controller with 1 RS–485 and 4 RS–232 Bidirectional Control, 4 IR Emitter, 4 GPI/O Control Ports, 8 Relay Ports, should have inbuilt power amplifier wih 2x50W into 4ohms as per technical specification etc. as required.

NS-123 Audio Video System Supply, installation, testing and commissioning of Wireless Presentation , should present minimum 2 users laptops or handheld devices on a single display at a time with inbuilt wi-fi, should have annotation & white board feature, able to share uninterrupted HD video of 1080p @ 60 FPS, as per technical specification etc. as required.

NS-124 Audio Video System Supply, Installation, Testing and Commissioning of Wall Mount speaker comprising a mid bass driver with a coaxially transducer, Rated power : 16W, Peak: 64W, minimum sensitivity (SPL / 1 W @ 1 m) 84 dB SPL, Nominal Impedance 8 Ω, as per technical specification etc. as required.

NS-125 Audio Video System Supply, Installation, Testing and Commissioning of Ceiling speaker comprising a mid bass driver with a coaxially transducer, Rated power : 16W, Peak: 64W, minimum sensitivity (SPL / 1 W @ 1 m) 87 dB SPL, Nominal Impedance 8 Ω, as per technical specification etc. as required.

NS-126 Audio Video System Supply, Installation, testing and commissioning of high impedence Class D Dual zone amplifier with output power of upto 2x120W @ 70/100V. frequency response of 55 Hz - 20 kHz (+0/–3 dB, @ 1 W reference 1 kHz); THD <0.3% at rated power. Channel Separation ≤ –60 dBV (below rated power, 1 kHz), Dynamic range > 88 dB. Shall include priority override and Fire alarm interface, shall include necessary loudspeaker EQs. as per technical specification etc. as required.

NS-127 Audio Video System Supply, Installation, Testing and Commissioning of Vocal Handheld microphone with transmitter and single receiver with minimum four frequency bands with 18 channel per band, with rack mount kit. as per technical specification etc. as required.

NS-128 Audio Video System Supply, Installation, Testing and Commissioning of Presenter Lavalier microphone with belt pack transmitter and single receiver with minimum four frequency bands with 18 channel per band, with rack mount kit. as per technical specification etc. as required.

NS-129 Audio Video System Supplying, installing, testing and commissioning of two way communication 8 x 4 Digital Signal Processors, with Minimum eight AEC balanced mic/line inputs, two standard balanced mic/line inputs, Minimum four balanced mic/line outputs. as per technical specification etc. as required.

NS-130 Audio Video System Supply, Laying, Testing and Commissioning of Ultra Flexible High Speed HDMI Cables. 20 Mtr High Speed version 1.4 as per technical specification etc. as required.

NS-131 Audio Video System Supply, Laying, Testing and Commissioning of Ultra Flexible High Speed HDMI Cables. 15 Mtr High Speed version 1.4 as per technical specification etc. as required.

NS-132 Audio Video System Supply, Laying, Testing and Commissioning of Two 16 AWG conductors non- plenum Speaker Cable, for High performance cable for audio signals as per technical specification etc. as required.

NS-133 Audio Video System Supply, Laying, Testing and Commissioning of Dual 20 AWG shielded twisted pairs with individual drain wires for Mic and Controlling Purpose, as per technical specification etc. as required.

NS-134 Audio Video System Supply, Laying, Testing and Commissioning of Shielded Twisted Pair (STP) 4Pairs 23 AWG as per technical specification etc. as required.

E.NS.136 [20] As per statutory requirement of Got. Of Gujarat lift & escalator act 2000, lift agency has to provide 1. Car top safety barricade 2. Push & talk communication system. 3. Fireman's switch operation at Ground Floor Machine Room Less with Triplex System : 15/16 Passengers, Ground plus 11 upper floors with Rated Speed of 2.0 / 2.5 m/sec., (B) With General PLUS ADDITIONAL SPECIAL FEATURES attached herewith. Prem. Cat. (DLP timeline to be consider same as Civil Contractor) Comprehensive AMC for the All 6-Elevators for the 1st Year after DLP (period 3% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Comprehensive AMC for the All 6-Elevators for the 2nd Year after DLP (period 3.5% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Comprehensive AMC for the FAll 6-Elevators for the 3rd Year after DLP (period 4% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Machine Room Less with Triplex System : 8-10 Passengers, Ground plus 11 upper floors with Rated Speed of 2.0 / 2.5 m/sec., (B) With General PLUS ADDITIONAL SPECIAL FEATURES attached herewith. Prem. Cat. (DLP timeline to be consider same as Civil Contractor) With Duplex LIft in each Building Comprehensive AMC for the All 6-Elevators for the 1st Year after DLP (period 3% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Comprehensive AMC for the All 6-Elevators for the 2nd Year after DLP (period 3.5% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Comprehensive AMC for the FAll 6-Elevators for the 3rd Year after DLP (period 4% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work

E.NS.137 Comprehensive AMC for the FAll 6-Elevators for the 3rd Year after DLP (period 4% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Machine Room Less with Triplex System : 8-10 Passengers, Ground plus 11 upper floors with Rated Speed of 2.0 / 2.5 m/sec., (B) With General PLUS ADDITIONAL SPECIAL FEATURES attached herewith. Prem. Cat. (DLP timeline to be consider same as Civil Contractor) With Duplex LIft in each Building Comprehensive AMC for the All 6-Elevators for the 1st Year after DLP (period 3% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Comprehensive AMC for the All 6-Elevators for the 2nd Year after DLP (period 3.5% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Comprehensive AMC for the FAll 6-Elevators for the 3rd Year after DLP (period 4% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Machine Room Less with Triplex System : 15/16 Passengers, Ground plus 2 upper floor with Rated Speed of 1.0 m/sec., (B) With General PLUS ADDITIONAL SPECIAL FEATURES attached herewith. Prem. Cat. (DLP timeline to be consider same as Civil Contractor) Comprehensive AMC for the All 6-Elevators for the 1st Year after DLP (period 3% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Comprehensive AMC for the All 6-Elevators for the 2nd Year after DLP (period 3.5% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Comprehensive AMC for the FAll 6-Elevators for the 3rd Year after DLP (period 4% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work

E.NS.138 Comprehensive AMC for the FAll 6-Elevators for the 3rd Year after DLP (period 4% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Machine Room Less with Triplex System : 15/16 Passengers, Ground plus 2 upper floor with Rated Speed of 1.0 m/sec., (B) With General PLUS ADDITIONAL SPECIAL FEATURES attached herewith. Prem. Cat. (DLP timeline to be consider same as Civil Contractor) Comprehensive AMC for the All 6-Elevators for the 1st Year after DLP (period 3% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Comprehensive AMC for the All 6-Elevators for the 2nd Year after DLP (period 3.5% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Comprehensive AMC for the FAll 6-Elevators for the 3rd Year after DLP (period 4% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Machine Room Less with Triplex System : 8-10 Passengers, Ground plus 2 upper floors with Rated Speed of 1.0 m/sec., (B) With General PLUS ADDITIONAL SPECIAL FEATURES attached herewith. Prem. Cat. (DLP timeline to be consider same as Civil Contractor) With Duplex LIft in each Building Comprehensive AMC for the All 6-Elevators for the 1st Year after DLP (period 3% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Comprehensive AMC for the All 6-Elevators for the 2nd Year after DLP (period 3.5% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work Comprehensive AMC for the FAll 6-Elevators for the 3rd Year after DLP (period 4% of Inititla Cost) - Performance bank gurantee to be submit at time of complwetion of work

DSR.Vol-2.2021.17.78 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern 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.

DSR.Vol-2.2021.17.7B Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock.

DSR.Vol-2.2021.17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.

DSR.Vol-2.2021.17.10.2 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 610x510 mm bowl depth 200 mm

DSR.Vol-2.2021.18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 18.53.1 15mm nominal bore

DSR.Vol-2.2021.18.54 Providing and fixing bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than 88 gms

DSR.Vol-2.2021.17.34.1 Providing and fixing toilet paper holder :C.P. brass

DSR.Vol-2.2021.17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.

DSR.Vol-2.2021.18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.

DSR.Vol-2.2021.17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.

DSR.Vol-2.2021.17.15.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern

DSR.Vol-2.2021.17.22B Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia

DSR.Vol-2.2021.18.22.1 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 18.22.1 100 mm diameter

DSR.Vol-2.2021.18.9.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall/External Works 20 mm

DSR.Vol-2.2021.18.9.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall/External Works 25 mm

DSR.Vol-2.2021.18.9.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall/External Works 32 mm

DSR.Vol-2.2021.18.9.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall/External Works 40 mm

DSR.Vol-2.2021.18.9.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall/External Works 50 mm

DSR.Vol-2.2021.18.9.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall/External Works 65 mm

DSR.Vol-2.2021.18.9.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall/External Works 80 mm

DSR.Vol-2.2021.18.9.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall/External Works 100 mm

DSR.Vol-2.2021.18.9.10 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall/External Works 150 mm

DSR.Vol-2.2021.18.8.2 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

DSR.Vol-2.2021.18.8.3 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. 25 mm

DSR.Vol-2.2021.18.8.4 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. 32 mm

DSR.Vol-2.2021.18.53A Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.

DSR.Vol-2.2021.18.17.1 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20 mm

DSR.Vol-2.2021.18.17.1A Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm

DSR.Vol-2.2021.18.17.2 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm

DSR.Vol-2.2021.18.17.3 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm

DSR.Vol-2.2021.18.17.4 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm

DSR.Vol-2.2021.18.17.5 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm

DSR.Vol-2.2021.18.17.6 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm

DSR.Vol-2.2021.18.31.1 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) 100 mm diameter Class II

DSR.Vol-2.2021.18.31.2 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) 150 mm diameter class II

DSR.Vol-2.2021.18.19.1.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore

DSR.Vol-2.2021.18.19.2.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 32 mm nominal bore

DSR.Vol-2.2021.18.19.3.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 40 mm nominal bore

DSR.Vol-2.2021.18.19.4.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 50 mm nominal bore

DSR.Vol-2.2021.18.19.5.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 65 mm nominal bore

DSR.Vol-2.2021.18.19.6.1 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 80 mm nominal bore

DSR.Vol-2.2021.18.48 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.

DSR.Vol-2.2021.18.18 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25 mm nominal bore

DSR.Vol-2.2021.19.15.1 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

DSR.Vol-2.2021.19.6.1 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 :(For Water Supply Road Crossing) 100 mm dia. R.C.C. pipe

DSR.Vol-2.2021.19.6.2 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 :(For Water Supply Road Crossing) 150 mm dia. R.C.C. pipe

DSR.Vol-2.2021.19.6.3 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 :(For Water Supply Road Crossing) 250 mm dia. R.C.C. pipe

DSR.Vol-2.2021.19.6.4 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 :(For Water Supply Road Crossing) 300 mm dia. R.C.C. pipe

DSR.Vol-2.2021.18.33.1 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 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside stering 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

DSR.Vol-2.2021.17.28.1.2 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 40 mm dia

DSR.Vol-2.2021.18.58.1 Providing and fixing PTMT grating of approved quality and colour. Circular type, 100 mm nominal dia

DSR.Vol-2.2021.19.16 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 : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

DSR.Vol-2.2021.19.19.2.2 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality M D - 10 Circular shape 500 mm internal diameter

DSR.Vol-2.2021.19.4.3.1 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 180x150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

DSR.Vol-2.2021.19.6.1(4) 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 :(For sewage piping) : 100 mm dia. R.C.C. pipe

DSR.Vol-2.2021.19.6.2(4) 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 :(For sewage piping) : 150 mm dia. R.C.C. pipe

DSR.Vol-2.2021.19.6.3(4) 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 :(For sewage piping) : 250 mm dia. R.C.C. pipe

DSR.Vol-2.2021.19.6.4(4) 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 :(For sewage piping) : 300 mm dia. R.C.C. pipe

DSR.Vol-2.2021.19.7.1.1 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With Sewer bricks conforming to IS : 4885

DSR.Vol-2.2021.19.7.1.2 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse and (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation oncrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design: Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With Sewer bricks conforming to IS : 4885

DSR.Vol-2.2021.19.6.1(4A) 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 :(For sewage Road Crossing) 100 mm dia. R.C.C. pipe

DSR.Vol-2.2021.19.6.2(4A) 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 :(For sewage Road Crossing) 150 mm dia. R.C.C. pipe

DSR.Vol-2.2021.19.6.3(4A) 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 :(For sewage Road Crossing) 250 mm dia. R.C.C. pipe

DSR.Vol-2.2021.19.6.4(4A) 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 :(For sewage Road Crossing) 300 mm dia. R.C.C. pipe

DSR.Vol-2.2021.19.27 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 : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

DSR.Vol-2.2021.19.28 Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

DSR.Vol-2.2021.19.19.2.2(4) Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality M D - 10 Circular shape 500 mm internal diameter

DSR.Vol-2.2021.19.6.1(5) 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 :(For rain piping) 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 :(For sewage piping) 100 mm dia. R.C.C. pipe

DSR.Vol-2.2021.19.6.2(5) 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 :(For rain piping) 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 :(For sewage piping) 150 mm dia. R.C.C. pipe

DSR.Vol-2.2021.19.6.3(5) 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 :(For rain piping) 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 :(For sewage piping) 250 mm dia. R.C.C. pipe

DSR.Vol-2.2021.19.6.4(5) 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 :(For rain piping) 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 :(For sewage piping) 300 mm dia. R.C.C. pipe

DSR.Vol-2.2021.23.2.1.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. All types of soil 300 mm dia

DSR.Vol-2.2021.23.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 2818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia

DSR.Vol-2.2021.23.4.2 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge, 150 mm nominal size dia

DSR.Vol-2.2021.23.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

DSR.Vol-2.2021.23.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

DSR.Vol-2.2021.23.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in charge.

DSR.Vol-2.2021.23.8 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual equirement, all complete as per direction of Engineer-in-charge.

DSR.Vol-2.2021.23.10.1 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-harge. 100 mm nominal size dia having minimum wall thickness 5.00 mm

DSR.Vol-2.2021.19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

DSR.Vol-2.2021.0040 Air compressor 250 cfm with two leads for pneumatic cutters / hammers

DSR.Vol-2.2021.13.1.1 CEMENT PLASTER (IN COARSE SAND 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)

DSR.Vol-1.2021.2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.

NS-01 SITC in position 15 mm size Sink cock of approved quality & make and as per the direction of Engineer-in-charge.

NS-02 SITC Flexible SS hose pipe 1.5 Mtr long, with all relavant fitting and fixtures.

NS-03 SITC Health faucet ABS body with wall hook and 1 metre chrome plated PVC hose pipe, with all relavant fitting and fixtures.

NS-04 SITC commissioning of 110 mm SWR PVC pipe Type-B(6 kg/cm2) with all engineered support as per technical specification self fit pipe conforming to IS 13592 including all fitting such as bends, junctions, cowl, access pieces plugs etc, jointing with PVC adhesive joints incliding holes in walls and making goods the same

NS-05 SITC commissioning of 75 mm SWR PVC pipe Type-B(6 kg/cm2) with all engineered support as per technical specification self fit pipe conforming to IS 13592 including all fitting such as bends, junctions, cowl, access pieces plugs etc, jointing with PVC adhesive joints incliding holes in walls and making goods the same

NS-06 SITC commissioning of 65 mm SWR PVC pipe Type-B(6 kg/cm2) with all engineered support as per technical specification self fit pipe conforming to IS 13592 including all fitting such as bends, junctions, cowl, access pieces plugs etc, jointing with PVC adhesive joints incliding holes in walls and making goods the same.

NS-07 SITC commissioning of 80 mm SWR PVC pipe Type-B(6 kg/cm2) with all engineered support as per technical specification self fit pipe conforming to IS 13592 including all fitting such as bends, junctions, cowl, access pieces plugs etc, jointing with PVC adhesive joints incliding holes in walls and making goods the same.

NS-08 SITC PVC 'P' - traps of self cleansing design with water seal not less than 50 mm., with or without vent, cutting chases / hole in floors / slabs and bringing the same in proper condition and shape after placing the trap in right position in case of suspended / open plumbing or setting the trap in 1:2:4 CC in case of concealed plumbing , etc. complete, as required. The trap shall be 'P' type, of following sizes:

NS-09 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. 40 mm

NS-10 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. 50 mm

NS-11 Supply installation testing and commissionning of Air to water heat pump - power 415/50 Hz, Input Kw/hr 10 and 39 kw output, steel case in copper heat exchanger, Copland ZW compressor, R417 Eco friendly refrigerant, Emerson Expansion valve, Multi function digital control panel, Max. Temp. 60 C., Operating ambient condition -5 c to 45 c., Hot water 410 L/hr. ΔΤ 40° C. ( Make : BENCHMARK or Eq. )

NS-12 Supply installation testing and commissionning of hot water storage tank, capacity 5000 Ltr MS with liquid ceramic coated vertical tank, 8mm dish and 6mm shell thickness, 75 mm rock wool insulation with 24G aluminum cladding, Working pressure 6 kg and test pressure 8 kg, MH 500 mm, Inlet-Outlet 50mm, Electric heater connection 50mm, Drain 40mm, sensor connection 12mm, Heat pump circulation connection 40mm, with all accessories like safety valve, Temp. gauge, Temp. pocket.

NS-13 Circulation pump for Heat pump : Power 220/1/50, Max. working Temp. 100 C, Flow 3 m3 / 20 mtr head. (1W+1S)

NS-14 Electric panel : Electric panel for heat pump, On off switch, MCB/ELCB safety, On off indicator, powder coated cabinet.

NS-15 Circulation pump for Hot water return line : Power 220/1/50, Max. working Temp. 100 C, 0.75 HP, Flow 3 m3 / 25 mtr head. Temp. & Timer panel(1W+1S)

NS-16 Plumbing : Heat pump to tank, 1.0” CPVC with insulation, Valve, Strainer, Safety valve, Air release valve, temperature gauge and all related accessories.

NS-17 Wiring : Control panel to heat pump & return line pump Cable tray and all related accessories. ( From panel to heat pump )

NS-19 Supply, Installation, Testing and Commissioning of SS304 40 LPH cooling capacity water cooler with 80L storage, 2 tap (1 tap Normal and 1 tap Cold) with overflow connection comprising.

NS-20 SITC of fully automatic Reverse Osmosis System of output capacity 20 lt./hr. designed at a minimum Flux at inlet and necessary of minimum 75% recovery, complete as required with the following items: (1 working ) Vendor to submit technical catalogue of the proposed model for review and information.

NS-21 Variable Speed Hydro-booster System for demestic water supply : Compact self contained company fitted Hydro-booster system comprising of following : In-line, Verticle multistage, centrifugal clear water pumps with SS-304 casing, S.S 304L impeller and SS-304 shaft, SS-304/C.I. Base CED coating & head TEFC IE3 motor (with mechanical seal) Vendor to submit performance curves and technical catalogue of the proposed model for review and information. Panel mounted PLC and HMI Based multi pump contoller with large graphical display with VGA 240 x 320 pixels and Danfoss make variable frequency drive (VFD) integrated in a Panel with IP54 class with pressure sensor transmitter (each pump each VFD), diodes to indicate pump ready, pump running and fault and capable to communicate with other controllers following MODBUS-RTU or BACNET Class-2 protocol through RS485 port. All alarms should be displayed in the controller. System should be equipped with dry running protection. Indication of all type of faults / on-off status / electrical parameters shall be available on panel. Global / Equivalant Make Pre-charged diaphragm pressure vessel with 3years warranty from manufacturing date and company tested non changeable membrane, charging connection, connected to outlet header with necessary flanges, gaskets, isolating valves, nuts/bolts etc. complete (size of pressure vessel shall be following capacity or as per manufacturer recommendation). Set of accessories such as G.I headers for suction and discharge, control valves, non return valves, pressure transducers, pressure gauge, inter connecting power and control cabling etc. complete. To Feed Water from UGT to OHT. Capacity per pump (Working & standby) - 166 LPM (20m3/hr.) Capacity of System - 30 m3/hr. Head - 80-85 mtr, Pressure vessel - 120 liters or as per manufacturer recommendation, Approx. Elec. Load. - 3.5 KW each pump, Location - Pump room, 1 Set = 2 Nos. Pump (1 Working + 1 Standby - cascade operation), Suction head -Positive, Supply installation testing and commissioning.

NS-22 Supply, installation, testing & commissioning of Submersible single stage single entry pumps connected to submersible motor (The IE3 motor shall be watertight according to IEC class IP 68, and incorporate class F, insulation materials to withstand a continuous operating temperature of 155 deg C) for 415 + 10% volts, 3 phase, 50 cycles A.C. power supply with mechanical seal, pump connector unit with rubber diaphragm and bend, vertical discharge pipe, electrical panel with in built level controller with operational mode as one pump working at low level, both pumps at high level with a hooter alarm and cut off at dry level as determined. The pump shall be provided with a lifting devise of pull chain/guide rail & G.I. heavy class rising main of 5m length including interconnecting piping, valves (Ball Valve / Butterfly), Non return valves (GM/CI) 15 m cable etc. as per requirement complete in all respects. (Pumps shall be installed in a set of two pumps One working and One standby, with cascade operation). (Pumps suitable to handle solids upto 25 mm size with C.I. body, SS shaft, SS 304 impeller with 10 mtrs cable, double mechanical seal). Electrical Starter panels complete with O/L Relay with Single phasing preventer feature, earth leakage relay, ON-OFF and Trip Indicating lamps, contactors contacts for Building Automation System, interlocking, level controller with operational mode as one pump working at low level, both pumps at high level with a hooter alarm and cut off at dry level, cascade operation, working / standby slelction, etc. suitable for the motor H.P. as specified below. The operations for all pumps shall be available on central BMS system Mud pump for Basement storm water drainage Capacity of pump - 33 LPM (2 M3/Hr) Head - 15 m, 1 Set =.1 pump (1 working), Approx. Elec. Load. - 1 KW, Location- Inside Sump, Supply, Installation, testing & commissioning

NS-23 Providing, fixing, testing and commissioning of vertical self supporting multi grade filter with FRP vessels, pressure gauges at inlet & outlet, sample cock, air vent valve with piping, CPVC SDR 11.0 frade face piping distribution with diffuser on top, CI butterfly valves Multiport valve and all accessories, with initial charge of filter media for MGF. (Contractor has the responsibility to check the quality of water from actual water analysis report before procuring the equipments) Multi Grade Filter : Capacity - 20.00 m3/hour Filtration rate (approx)- approx. 20.0 m3/hr/m2) Filter dia (approx.) - 1200 mm Working pressure - 3.5 Kg/Sq.cm Test pressure - 10.0 Kg/Sq.cm Supply Installation, testing & commissioning

NS-24 Providing, fixing, testing & commissioning vertical self supporting Activated Carbon Filter (ACF) with FRP vessels, pressure gauge at inlet & outlet, sample cock,CPVC SDR 11.0 frade face piping distribution with diffuser on top, CI butterfly valves Multiport valve and all accessories, with initial charge of filter media for activated carbon filter. (Contractor has the responsibility to check the quality of water from actual water analysis report before procuring the equipments) Capacity - 20.0 m3/hour Filtration rate(approx)- 20 m3/hr/m2 Filter dia (approx.) - 1200 mm Working pressure - 3.5 Kg/Sq.cm Test pressure - 10.0 Kg/Sq.cm Supply Installation, testing & commissioning

NS-25 Providing, fixing, testing & commissioning of metering pump type chemical doser with 200 lits. HDPE/ FRP solution tank, injection fitting assembly, suction and delivery hose upto the point of injection, capacity 0-10 lph, complete in all respects for treated water tank. Supply Installation, testing & commissioning

NS-26 Providing , fixing, testing and commissioning of water softener fabricated from FRP vessels complete with initial charge of resins, CPVC SDR 11.0 grade face piping, CI butterfly valves, pressure gauge, hydraulic brine injector, accessories, including suitable PVC / HDPE brine tank of 2 regeneration capacity complete with resins of approved quality and make. (Contractor has the responsibility to check the quality of water from actual water analysis report before procuring the equipments) Hardness Inlet - 450 PPM (Approx.) Outlet - <50 PPM) Capacity - 20.0 m3/hour OBR - 150 m3 Operating pressure - 3.0 kg/Sq.cm Test pressure - 10.0 Kg/Sq.cm Suggested Resin Quantity - 1200 Kg Suggested dia - 1200 mm Supply Installation, testing & commissioning

NS-27 In-line, Verticle multistage, centrifugal clear water pumps with SS-304 casing, S.S 304L impeller and SS-304 shaft, SS-304/C.I. Base CED coating & head TEFC IE3 motor (with mechanical seal) Vendor to submit performance curves and technical catalogue of the proposed model for review and information. Panel mounted PLC and HMI Based multi pump contoller with large graphical display with VGA 240 x 320 pixels and Danfoss make variable frequency drive (VFD) integrated in a Panel with IP54 class with pressure sensor transmitter (each pump each VFD), diodes to indicate pump ready, pump running and fault and capable to communicate with other controllers following MODBUS-RTU or BACNET Class-2 protocol through RS485 port. All alarms should be displayed in the controller. System should be equipped with dry running protection. Indication of all type of faults / on-off status / electrical parameters shall be available on panel. Global / Equivalant Make Pre-charged diaphragm pressure vessel with 3years warranty from manufacturing date and company tested non changeable membrane, charging connection, connected to outlet header with necessary flanges, gaskets, isolating valves, nuts/bolts etc. complete (size of pressure vessel shall be following capacity or as per manufacturer recommendation). Set of accessories such as G.I headers for suction and discharge, control valves, non return valves, pressure transducers, pressure gauge, inter connecting power and control cabling etc. complete. Water treatment feed pump Capacity per pump (Working & standby) - 165 LPM Head - 40-50 mtr Approx. Elec. Load. - 2.0 KW each pump Location - Basement In Pump room 1 Set = 2 Nos. Pump (1 Working + 1 Standby - cascade operation) Suction head - Positive suction+C105 Supply Installation, testing & commissioning

NS-28 Supply, Installation, Testing and commissioning of Sewage treatment plant of 160 KLD packaged plant as per approved Pllution control board satisfied parameters. Expected paramaters BOD 300/400 Mg/ltr, COD 700/900 Ltr, TSS 300 Mg/ltr, O&G <50 and PH 7.0 to 8.0. After treatment parameters should be satisfied to PCB and requirment of Flushing and Irrigation water demand. STP shall be Packaged plant in which Collection and Treatment water tank shall be of RCC tank further Secondary and Teritary treatment shall be part of Packaged unit.

DSR(E&M)2022.18.7.7 Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS3589/IS1239 includingWelding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 100mm Dia

DSR(E&M)2022.18.9.2 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63mm dia withcast iron wheel ISImarked conforming to IS 5290 (Type-A) with blank Gunmetal/Stainless Steel cap and chain as required : Single headed Stainless steel

DSR(E&M)2022.18.11 Supplying, fixing, testing andcommissioning of butterfly valve of PN1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 100 mm dia

DSR(E&M)2022.18.14.5 Providing, installation, testing and commissioning of non-return valveof following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 100mm Dia

DSR(E&M)2022.18.16.2 Supplying and fixing 63mm dia, 15 m long RRL hose pipe with 63mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS636 (type-A) as required : Stainless steel (Grade 304).

DSR(E&M)2022.18.17.1 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS884 complete with the followingas required. 20mm nominal internal diawater hose thermo plastic (Textile reinforced) type -2 as per IS: 12585 20mm nominal internal diagunmetal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gunmetal valve & M.S. Pipe and socket. 30m

DSR(E&M)2022.18.18.2 Supplying & fixing 63mm dia gun metal short branch pipe with 20mm nominal internal dia meter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : Stainles steel (Grade 304)

DSR(E&M)2022.18.19.1 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chainas reqd. for suitable dia MS pipe connection conforming to IS904 as required : 2 way-100 mm dia M.S. Pipe

DSR(E&M)2022.18.1 Supplying, installation, testing and commissioning of Electric driven Main Fire Pump suitable for automatic operation and consisting of following, complete inall respects, as required : (a)Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. (b) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500RPM, suitable for operation on 415 volts, 3 phase 50Hz, AC supply with IP55 protection forenclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-325. (c)M.S. fabricated Common base plate,coupling, coupling guard, foundation bolts etc. as required. (d) Suitable cement concrete foundation duly plastered with anti vibration pads. 2850 LPM at 88 m Head

DSR(E&M)2022.18.2 Supplying, installation, testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following, complete inall respects,asrequired : (DieselDriven Pump) Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. SuitableHP, 1500RPMwater cooledwith radiator, diesel engine conforming to relevant IS standard completewithautostartingmechanism, 12 /24volts electric startingequipment, diesel tank, exhaust pipe extendedupto10moutsidepumphousedulyinsulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audioindications, painted with post officered colour etc. as required. M.Sfabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads. 2850 lpm at 88 m Head

DSR(E&M)2022.18.3 Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump). Horizontal type,multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520. Suitable HP squirell cage induction motor TEFC type suitable for operationon 415 volts, 3phase 50Hz AC supply with IP55 class of protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS : 325. M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. Suitable cement concrete foundation duly plastered and with anti vibration pads. 180 lpm at 88 m Head

DSR(E&M)2022.18.6.2 Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe conforming to IS 1239/3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS10221, refilling the trench etc. of following sizes complete as required. 150 M Dia

DSR(E&M)2022.10.2 Supplying and fixing Single headed external yard hydrantvalvewith1No.63mmdia instantaneous FM Gunmetal/StainlessSteel couplingandcast ironwheel, ISImarked, conforming to IS5290 (typeA) with blank Gunmetal/Stainless Steel cap and chain as required.

DSR(E&M)2022.18.15.4 Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6mm thick stainless steel, Grade 304, sheet with 3mm dia holes with stainless steel flange, 200mm dia

NS.1 Supply and installation Carbon-di- oxide type fire extinguisher of 4.5 kgs. Capacity , CO2 gas filled in brand new seamless cylinder with powder coated finish, made out of Manganese steel, with wheel type valve, discharge nozzle, bend & horn, floor trolley mounting bracket etc. as per the tender drawing and suitable type of singages complete, confirming to IS: 2878

NS.2 Supply and Installation 6kg ABC type Fire Extinguisher capacity complete with chromium plated gun metal union (cap), fitted with braided hose and open nozzle with initial charge of Dry Chemical Powder and gas cartridge complete with bracket and fixing screws.The extinguisher is internally and externally coated with lead tin alloy through hot dip process and cylinder bearing No. IS: 15683 and the gas cartridge bearing with ISI certitifcation mark.

NS.3 Supply and Installation 6 Ltr K type Fire Extinguisher capacity complete with MS chromium plated gun metal union (cap), fitted with braided hose and open nozzle with initial charge of Wet chemical (Blend of potassium Acerate , Citarate or Carbonate) complete with bracket and fixing screws.

NS.4 Providing, fixing, testing and commissioning of Weather proof standard fire hose cabinet stand mounting type (750 mm x 600 mm x 250 mm deep) having single or double opening with M.S. Fabricated Stand, necessary locking arrangement by allan key suitable for housing 2 nos. hose pipe, 1no. Branch pipe & nozzle spaner.(External)

DSR.2022.16.12.1.1 Supply , Installation, Balancing and Commissioning of factory fabricated GSS sheet metal reactangular/round ducting complete with neoprene rubber gaskets, elows, splitter dampers vanes, hangers, supports etc. as per approved drawing and specifications of following sheet thickness complete as required. Thickness 0.63 mm sheet

DSR.2022.16.12.1.2 Supply , Installation, Balancing and Commissioning of factory fabricated GSS sheet metal reactangular/round ducting complete with neoprene rubber gaskets, elows, splitter dampers vanes, hangers, supports etc. as per approved drawing and specifications of following sheet thickness complete as required. Thickness 0.80 mm sheet

DSR.2022.16.12.2.1 Supply , Installation, Balancing and Commissioning of fabricated at site GSS sheet metal reactangular/round ducting complete with neoprene rubber gaskets, elows, splitter dampers vanes, hangers, supports etc. as per approved drawing and specifications of following sheet thickness complete as required. Thickness 0.63 mm sheet

DSR.2022.16.12.2.2 Supply , Installation, Balancing and Commissioning of fabricated at site GSS sheet metal reactangular/round ducting complete with neoprene rubber gaskets, elows, splitter dampers vanes, hangers, supports etc. as per approved drawing and specifications of following sheet thickness complete as required. Thickness 0.80 mm sheet

DSR.2022.16.13 Supply , Installation, testing and Commissioning GI volume control duct damper complete with neoprene rubber gaskets, nuts, bolts, screws linkages, flanges as per specifications.

DSR.2022.16.15 Supplying & fixing of Powder coated extruded aluminium Supply Air Grills with aluminium control damper as per specifications

NS.01.01.RA 01 Exhaust Air Fan Horizontal / CSU type Exhuast Fan unit 16/18 G Single Skin Cabinet unit with centrifugal DIDW blower, blower motor, drive set, suction & discharge EA dampers, etc. Fan Speed Regaulator / 3 Speed Fan Motor Single Phase Motor Only 2000 cfm @ 20 mm WG

NS.01.02.RA 01 Exhaust Air Fan Horizontal / CSU type Exhuast Fan unit 16/18 G Single Skin Cabinet unit with centrifugal DIDW blower, blower motor, drive set, suction & discharge EA dampers, etc. Fan Speed Regaulator / 3 Speed Fan Motor Single Phase Motor Only 1500 cfm @ 20 mm WG

NS.01.03.RA 01 Exhaust Air Fan Horizontal / CSU type Exhuast Fan unit 16/18 G Single Skin Cabinet unit with centrifugal DIDW blower, blower motor, drive set, suction & discharge EA dampers, etc. Fan Speed Regaulator / 3 Speed Fan Motor Single Phase Motor Only 1400 cfm @ 20 mm WG

NS.01.04.RA 01 Exhaust Air Fan Horizontal / CSU type Exhuast Fan unit 16/18 G Single Skin Cabinet unit with centrifugal DIDW blower, blower motor, drive set, suction & discharge EA dampers, etc. Fan Speed Regaulator / 3 Speed Fan Motor Single Phase Motor Only 1200 cfm @ 20 mm WG

NS.01.05.RA 01 Exhaust Air Fan Horizontal / CSU type Exhuast Fan unit 16/18 G Single Skin Cabinet unit with centrifugal DIDW blower, blower motor, drive set, suction & discharge EA dampers, etc. Fan Speed Regaulator / 3 Speed Fan Motor Single Phase Motor Only 600 cfm @ 20 mm WG

NS.01.06.RA 01 Exhaust Air Fan Horizontal / CSU type Exhuast Fan unit 16/18 G Single Skin Cabinet unit with centrifugal DIDW blower, blower motor, drive set, suction & discharge EA dampers, etc. Fan Speed Regaulator / 3 Speed Fan Motor Single Phase Motor Only 400 cfm @ 20 mm WG

NS.02.01.RA2 SITC of DX air-cooled Split AC unit complete with Indoor / Outdoor units along with cordless remote controller & aditional charge of refrigerant. (R-410a / R32 Refrigerant)(Min. 3 Star & Cu Cond.) (Without Ref Piping ) Cooling Only 1.0 TR - Min 12000 Btu / Hr

NS.02.02.RA2 SITC of DX air-cooled Split AC unit complete with Indoor / Outdoor units along with cordless remote controller & aditional charge of refrigerant. (R-410a / R32 Refrigerant)(Min. 3 Star & Cu Cond.) (Without Ref Piping ) Cooling Only 1.5 TR - Min 18000 Btu / Hr

NS.02.03.RA2 SITC of DX air-cooled Split AC unit complete with Indoor / Outdoor units along with cordless remote controller & aditional charge of refrigerant. (R-410a / R32 Refrigerant)(Min. 3 Star & Cu Cond.) (Without Ref Piping ) Cooling Only 2.0 TR - Min 24000 Btu / Hr

NS.02.04.RA2 Providing and erecting approved make ductable split Air Conditioning unit each consist of remote located condensing unit and an evaporating unit complete with interconnecting insulated refrigerant piping up to 10 RMT. rigid PVC, drain piping of 10 kg / cm2 dully insulated with nitrile rubber insulation of 10 RMT with ECO Friendly Green gas. The condensing unit is complete with hermetically sealed scroll compressor & condenser unit which effectively achieves heat rejection by utilizing air of fan and coil type condenser. The evaporating unit will be complete with DX evaporator centrifugal blower, blower motor along with microprocessor biased remote controller with memory backup etc. 10 TR

NS.03.01.RA3 Supply, Installation, testing and commissioning including vaccumiazation and Nitrogen testing of following nominal sizes of soft/hard drawn copper refrigerant piping for AC system, complete with fittings, with suitable adjustable ring type hanger supports, jointing/brazing including accessories, insulated with XPLE Class-0 tubular insulation/with Class-0 closed cell elastometric nitrile rubber tubular sleeves sections of specified thickness as given below for Suction and Liquid lines, all accessories as per specifications etc with necessary refrigerant joint as required : For 1.0 / 1.5 TR ( Min 1/4" (0.8mm thk) & 1/2" (0.8mm thk) with min 13 mm thk Isulation)

NS.03.02.RA3 Supply, Installation, testing and commissioning including vaccumiazation and Nitrogen testing of following nominal sizes of soft/hard drawn copper refrigerant piping for AC system, complete with fittings, with suitable adjustable ring type hanger supports, jointing/brazing including accessories, insulated with XPLE Class-0 tubular insulation/with Class-0 closed cell elastometric nitrile rubber tubular sleeves sections of specified thickness as given below for Suction and Liquid lines, all accessories as per specifications etc with necessary refrigerant joint as required : For 2.0 ( Min 3/8"(0.8mm thk) & 5/8" (1 mm thk) with min 13 mm thk Isulation)

NS.03.03.RA3 Supply, Installation, testing and commissioning including vaccumiazation and Nitrogen testing of following nominal sizes of soft/hard drawn copper refrigerant piping for AC system, complete with fittings, with suitable adjustable ring type hanger supports, jointing/brazing including accessories, insulated with XPLE Class-0 tubular insulation/with Class-0 closed cell elastometric nitrile rubber tubular sleeves sections of specified thickness as given below for Suction and Liquid lines, all accessories as per specifications etc with necessary refrigerant joint as required : For 10 TR (0.8mm thk) with min 19 mm thk Isulation

NS.04.01.RA 4 Supply & Installation of Insulated uPVC drain piping for all Indoor AC units. (All the Insulation joint must be covered with aerotape.) For 25 mm dia piping

NS.04.02.RA 4 Supply & Installation of Insulated uPVC drain piping for all Indoor AC units. (All the Insulation joint must be covered with aerotape.) For 50 mm dia piping

NS.05.01.RA 5 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand / Solid Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of cables. (frls tYPE0 (A) 4 core 2.5 Sq. mm

NS.05.02.RA 5 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand / Solid Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of cables. (frls tYPE0 (B) 4 core 4 Sq. mm

NS.05.03.RA 5 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand / Solid Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of cables. (frls tYPE0 (C) 4 core 6 Sq. mm

NS.05.04.RA 5 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand / Solid Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of cables. (frls tYPE0 (d) 4 core 10 Sq. mm

NS.05.05.RA 5 Control / Single Phase Power cabling in Flexiable / 2.0 mm thick Precision Plastic Co. ISI and FIA approved Conducts

NS.05.06.RA 5 Copper wire for earthing work. 10 Sqmm

NS.05.07.RA 5 Copper wire for earthing work. 6 Sq mm

NS.06.01.RA 6 Suitable G.I Cable trays with necessary structural supports, anchor bolts, etc. for the above work. 1.6 mm thick ( Hot Deep ) 100 x 25 (perforated)

NS.06.04.RA 6 Suitable G.I Cable trays with necessary structural supports, anchor bolts, etc. for the above work. 1.6 mm thick ( Hot Deep ) 300 x 50

NS.07.RA 7 L type Wall Mounted Powder coated GI Satnd

NS.08.RA 8 SITC of Jet Fans with motors, Silencer and all other accessories whether specifically mentioned or not. Note: Motors should be 250 deg temp rated for 2 Hrs. Air Qty : 2600 CFM Motor : As per OEM Temperature : 250 dec C for 2 hrs. Mounting : Ceiling Suspended Installation along with Hilti Anchor Fastners Fan required along with Starter BOX & Co Sensor. ( Fan will be operate based on CO sensor limit)

NS.09.RA 09 FRLS control cabling for Co sensor

NS.10.01.RA 10 Supplying, Fixing, testing and commissioning of fire dampers in supply air duct/main branch and return air path as and where required of required sizes i/c control wiring,the damper shall be motorized and spring return so as to close the damper in the event of power failure automatically and open the same in case of power being restored. The spring return action shall be inbuilt mechanism and not externally mounted. The damper shall also be closed in the event of fire signal complete as required and as per specifications. (A) Fire damper

NS.10.02.RA 10 Supplying, Fixing, testing and commissioning of fire dampers in supply air duct/main branch and return air path as and where required of required sizes i/c control wiring,the damper shall be motorized and spring return so as to close the damper in the event of power failure automatically and open the same in case of power being restored. The spring return action shall be inbuilt mechanism and not externally mounted. The damper shall also be closed in the event of fire signal complete as required and as per specifications. (B) Actuator

NS.11.RA 11 Supply and fixing of acoustic lining of supply air duct and plenum with 25 mm thick resin bonded glass wool having density of 32 kg/m³, with 25 mm X 25 mm GI section of 1.25 mm thick, at 600 mm centre to centre covered with Reinforced Plastic tissue paper and 0.5 mm thick perforated aluminum sheet fixed to inside surface of ducts with cadmium plated nuts, bolts, stick pins, CPRX compound etc. complete as required and as per specifications.

NS.12.01.RA 12 Supplying and fixing of following thickness duly laminated aluminum foil of mat finish closed cell Nitrile rubber (Class "O") insulation on existing duct after applying suitable adhesive for Nitrile rubber. The joints shall be sealed with 50 mm wide and 3 mm thick self adhesive nitrile rubber tape insulation complete as per specifications and as required. (B) 25mm

NS.13.RA 13 SITC of fabric ducts of the following specifications. Shape of the duct : Full Round MOC - DFC Fabric Fabric Duct Color - As per Client Air Outlet - suitable perforation & Nozzle air per CFD CFD Part of Fabirx duct sox unit rate The suspension system - The suspension system will be Flexrail & Fastrack type and required necessary accessories. These flexrails will be suspended from the perlin using standard system as per mannnufacturer and specifications.

NS.14.01.RA 14 Kitchen Exhaust Fan with Dry Scrubber Powder coated Acousticlly insulated double skin cabinet fan Suiatbel for outside instllation Powder coated Plug Fan with Aerofoile impeller Exhaust Air Cowl with Bird Protection Mess Motor - IE 3 Motor KW : As per Fan OEM AIR QTY : 17000 CFM @ 70 Static Pressure

NS.15.01.RA 15 Fresh Air Fan Cabinet Supplying of Factory built and Site assembled floor mounted as mentioned below, Single skin fan units complete as per specifications and of following capacities. 18 G Powder coated GI Frame work: Aluminum Hollow Profile Unit Base ; GSS (Heavy Duty) GI pre coated 22 G Louvers for primary air before air filters. & Washable pre filter section with 10 micron filters with GI Flange & Frame. Fan Section: 1 nos of Plug Fan & drive set , IE 3 MAKE motor(The Fan Section to be provided with double glass view window, light fixtures and Limit switch), Screen protection door, fire proof double canvass connections (Fungal Resistant and Lint free). Manual gear operated Al SA damper. ( minimum 1 Nos) Complete Units shall be mounted on suitably rated neoprene pads. The details to be read as Fan Tag No. Supply air Blower CFM, Total static Pressure, etc . Service doors to be provided for proper access to units to be maintained AIR QTY : 13000 CFM @ 45 Static Pressure

NS.16.01.RA 16 Starter Panel With VFD Only : SITC of Electrical panel for catering electrical power supply / Exhaust to 1 nos of fan units ( fans, & other accessories). Incomer to panel will be terminated by other agency. Weather proof (IP-65) control Panel should be complete with main MCCB, ,rotary switch, indicating lamps, Al bus-bar, MCB & single phase preventer for each outgoing feeder, & 1 phase preventer for each outgoing feeder, 1-Phase switch socket shell be provided with panel door interlock.etc. For Exhaust Air Unit

NS.16.02.RA 16 Starter Panel With VFD Only : SITC of Electrical panel for catering electrical power supply / Exhaust to 1 nos of fan units ( fans, & other accessories). Incomer to panel will be terminated by other agency. Weather proof (IP-65) control Panel should be complete with main MCCB, ,rotary switch, indicating lamps, Al bus-bar, MCB & single phase preventer for each outgoing feeder, & 1 phase preventer for each outgoing feeder, 1-Phase switch socket shell be provided with panel door interlock.etc. For Fresh Air Unit

NS.17.01.RA 17 Box Type Kitchen Hood Supply and Installation of Exhaust Hood The Hood construction shall be in 18 G SS 304 sheet The hood will have oil drain channel and drain pan below with suitable set of baffle type openable 22 G SS 304 filters. The Hood construction drawing must be approved by consultant before fabrication. With Inbuilt hood light The hood size are as follows : 5000 x 2400 x 500 mm (Lxdxh) (with Multiple damper) Positive temperature 2 to 8 deg C & -10 Deg C The scope of work includes design, drawing, supply, loading, & packing, transportation from vendor factory to client site, unloading at site, unpacking, lifting shifting to place, fabrication, erection, testing & commissioning and documentation of the Cold Storage Room as per the details mentioned hereunder for Wall Panels, Cieling Panel , Floor Panel and Coving.

NS.17.02.RA 17 Box Type Kitchen Hood Supply and Installation of Exhaust Hood The Hood construction shall be in 18 G SS 304 sheet The hood will have oil drain channel and drain pan below with suitable set of baffle type openable 22 G SS 304 filters. The Hood construction drawing must be approved by consultant before fabrication. With Inbuilt hood light The hood size are as follows : 5000 x 1050 x 500 mm (Lxdxh) (with Multiple damper) Positive temperature 2 to 8 deg C & -10 Deg C The scope of work includes design, drawing, supply, loading, & packing, transportation from vendor factory to client site, unloading at site, unpacking, lifting shifting to place, fabrication, erection, testing & commissioning and documentation of the Cold Storage Room as per the details mentioned hereunder for Wall Panels, Cieling Panel , Floor Panel and Coving.

NS.17.03.RA 17 Box Type Kitchen Hood Supply and Installation of Exhaust Hood The Hood construction shall be in 18 G SS 304 sheet The hood will have oil drain channel and drain pan below with suitable set of baffle type openable 22 G SS 304 filters. The Hood construction drawing must be approved by consultant before fabrication. With Inbuilt hood light The hood size are as follows : 3000 x 1500 x 500 mm (Lxdxh) (with Multi damper) Positive temperature 2 to 8 deg C & -10 Deg C The scope of work includes design, drawing, supply, loading, & packing, transportation from vendor factory to client site, unloading at site, unpacking, lifting shifting to place, fabrication, erection, testing & commissioning and documentation of the Cold Storage Room as per the details mentioned hereunder for Wall Panels, Cieling Panel , Floor Panel and Coving.

NS.17.04.RA 17 Box Type Kitchen Hood Supply and Installation of Exhaust Hood The Hood construction shall be in 18 G SS 304 sheet The hood will have oil drain channel and drain pan below with suitable set of baffle type openable 22 G SS 304 filters. The Hood construction drawing must be approved by consultant before fabrication. With Inbuilt hood light The hood size are as follows : 2000 x 900 x 500 mm (Lxdxh) (with Multi damper) Positive temperature 2 to 8 deg C & -10 Deg C The scope of work includes design, drawing, supply, loading, & packing, transportation from vendor factory to client site, unloading at site, unpacking, lifting shifting to place, fabrication, erection, testing & commissioning and documentation of the Cold Storage Room as per the details mentioned hereunder for Wall Panels, Cieling Panel , Floor Panel and Coving.

NS.18.01.RA 18 Cold Room Wall Panels Supply, delivery, Installation, testing, commissioning and handing over of in position pre- fabricated insulated sandwich panels as per layout attached with 0.55 mm cold rolled GI prepainted Sheet on both sides & insulation of PUF with density 42± 2 kg/m3 and overall thk shall be 100 mm .The panel will be finished with panel to panel jointing arrangement L angle overlap / extruded aluminum prepainted coated coving necessary channel and flashing for fixing the panels on the floor as per approved drawing, additional L angle to be provided to integrate wall panel with floor panel, colour & specification from the consultant. Wall Panel shall have adjustable plinth and an offset for epoxy coving purpose at flooring level as per drawing. Wall partition shall have protective film to prevent surface damage during shipping & installation.

NS.18.02.RA 18 Cold Room Wall Panels Supply, delivery, Installation, testing, commissioning and handing over of in position pre- fabricated insulated sandwich panels as per layout attached with 0.55 mm cold rolled GI prepainted Sheet on both sides & insulation of PUF with density 42± 2 kg/m3 and overall thk shall be 120 mm .The panel will be finished with panel to panel jointing arrangement L angle overlap / extruded aluminum prepainted coated coving necessary channel and flashing for fixing the panels on the floor as per approved drawing, additional L angle to be provided to integrate wall panel with floor panel, colour & specification from the consultant. Wall Panel shall have adjustable plinth and an offset for epoxy coving purpose at flooring level as per drawing. Wall partition shall have protective film to prevent surface damage during shipping & installation.

NS.19.01.RA 19 Cold Room Ceiling Panel Supply, delivery, Installation and handing over of pre-fabricated insulated sandwiched walk-on clean room ceiling panel with 0.55 mm cold rolled GI prepainted Sheet on Both side & PUF with density 42 ± 2 kg/m3 overall thk shall be 80 mm. The panel will be finished with panel to panel jointing arrangement like coving, necessary channel, grid and flashing for fixing the panels on the floor as per approved drawing colour RAL & specification from the consultant. Panel should be designed to fit within each other and suspended by threaded tension bar with adjustable tumbuckles fastened to the overhead support at fixed interval. Joint shall be sealed with silicon sealant. Item includes proper water arrest treatment on top by providing upstrand (Curb) / L Angle, all panel joints shall be properly sealed with silicon sealant etc.

NS.19.02. Cold Room Ceiling Panel Supply, delivery, Installation and handing over of pre-fabricated insulated sandwiched walk-on clean room ceiling panel with 0.55 mm cold rolled GI prepainted Sheet on Both side & PUF with density 42 ± 2 kg/m3 overall thk shall be 120 mm. The panel will be finished with panel to panel jointing arrangement like coving, necessary channel, grid and flashing for fixing the panels on the floor as per approved drawing colour RAL & specification from the consultant. Panel should be designed to fit within each other and suspended by threaded tension bar with adjustable tumbuckles fastened to the overhead support at fixed interval. Joint shall be sealed with silicon sealant. Item includes proper water arrest treatment on top by providing upstrand (Curb) / L Angle, all panel joints shall be properly sealed with silicon sealant etc.

NS.20.01.RA 20 Cold Room Floor Insulation Insulated PUF slabs having density 40 ± 2 kg/m3 polyurethane and overall thk shall be 60 mm. After laying of PUF SLABS, it shall be properly covered with Tarfelt on which TRIMIX Flooring of 150mm will be laid and finished with Epoxy . Civil flooring will be in Client's scope

NS.20.02.RA 20 Cold Room Floor Insulation Insulated PUF slabs having density 40 ± 2 kg/m3 polyurethane and overall thk shall be 60 + 60 mm - 2 Layers of 60 mm - overall 120 mm. After laying of PUF SLABS, it shall be properly covered with Tarfelt on which TRIMIX Flooring of 150mm will be laid and finished with Epoxy . Civil flooring will be in Client's scope

.21.01.RA 21 Covings Supply, delivery, Installation and handing over of strap-on covings powder coating similar shade of wall and ceiling panel with concealed fastening arrangement with proper silicon sealant of following radius along with 3 way corner joints between wall to wall & ceiling . 75R wall to ceiling

.21.02.RA 21 Covings Supply, delivery, Installation and handing over of strap-on covings powder coating similar shade of wall and ceiling panel with concealed fastening arrangement with proper silicon sealant of following radius along with 3 way corner joints between wall to wall & ceiling . 75R wall to wall

NS.22.01.RA 22 Flush type doors Supply, delivery, Installation and handing over of clean room door to fit flush into the wall panel system on both sides. Shutter sheet thk shall be 1 mm and frame thk shall be 1.2 mm with all ancillaries of antirust Fermod fittings. Following hardware & Specification shall be considered read in conjunction with tender specification :- a) Shutter thk-shall be as per Cold room wall panel compliant with GI Sheet on both sides with powder coating finish similar to wall panel and with infill insulation of PUF having density of 40 kg +/- 2 b) The sliding door shall have extruded Al. rail with Teflon wheel mounted above the door frame. c) Frame d) Stainless steel push plate on push side e) Door closure as per specification and shall withstand for this application f) View Panel along with toughened insulated glass located at 1.2 M above from door bottom with built in heater arrangement to avoid any frosting. The fixing of vision panel shall be with self adhessive,tape & silicon sealant provision of silica gel g) Mortice dead bolt lock & Safety Release Exit Device for Opening Door from Inside h) Door kick plate in SS-304 construction of 1.2 mm thick 750 mm height at door bottom. i) Letter stickers of cold room names on door glass with opening indications. j) Cold room door shall have liver arm locking arrangement. Flush Doors - 100 mm 1200 (W) x 2400 (H) in mm - 100 mm flush type

NS.22.02.RA 22 Flush type doors Supply, delivery, Installation and handing over of clean room door to fit flush into the wall panel system on both sides. Shutter sheet thk shall be 1 mm and frame thk shall be 1.2 mm with all ancillaries of antirust Fermod fittings. Following hardware & Specification shall be considered read in conjunction with tender specification :- a) Shutter thk-shall be as per Cold room wall panel compliant with GI Sheet on both sides with powder coating finish similar to wall panel and with infill insulation of PUF having density of 40 kg +/- 2 b) The sliding door shall have extruded Al. rail with Teflon wheel mounted above the door frame. c) Frame d) Stainless steel push plate on push side e) Door closure as per specification and shall withstand for this application f) View Panel along with toughened insulated glass located at 1.2 M above from door bottom with built in heater arrangement to avoid any frosting. The fixing of vision panel shall be with self adhessive,tape & silicon sealant provision of silica gel g) Mortice dead bolt lock & Safety Release Exit Device for Opening Door from Inside h) Door kick plate in SS-304 construction of 1.2 mm thick 750 mm height at door bottom. i) Letter stickers of cold room names on door glass with opening indications. j) Cold room door shall have liver arm locking arrangement. Flush Doors - 100 mm 1200 (W) x 2400 (H) in mm - 120 mm flush type

NS.23.01.RA 23 ACU (Air cooled Refrigeration unit) Design, Manufacturing, supply, Installation, testing, commissioning & documentation of complete refrigerant system for cold rooms consisting of evaporating unit, condensing unit consisting compressor & condenser, also consisting refrigerant piping, interconnected piping, valves, control panel & cabling, BMS compatible microprocessor controller & control system with all required accessories as per specifications. Only incomer supply will be given at one location to the control panel. Rest all distribution and cabling to the respective unit shall be done by cold room vendor. ( 1 working + 1 Satnd by ) (Operating at 2 °C) - capacity Min 18,000 BTUH Vendor to calculate Refrigeration capacity and to submit capacity at -3 deg c SST and 45 deg c Ambient Design, Manufacturing, supply, Installation, testing, commissioning & documentation of complete refrigerant system for cold rooms consisting of evaporating unit, condensing unit consisting compressor & condenser, also consisting refrigerant piping, interconnected piping, valves, control panel & cabling, BMS compatible microprocessor controller & control system with all required accessories as per specifications. Only incomer supply will be given at one location to the control panel. Rest all distribution and cabling to the respective unit shall be done by cold room vendor.

NS.23.02.RA 23 ACU (Air cooled Refrigeration unit) Design, Manufacturing, supply, Installation, testing, commissioning & documentation of complete refrigerant system for cold rooms consisting of evaporating unit, condensing unit consisting compressor & condenser, also consisting refrigerant piping, interconnected piping, valves, control panel & cabling, BMS compatible microprocessor controller & control system with all required accessories as per specifications. Only incomer supply will be given at one location to the control panel. Rest all distribution and cabling to the respective unit shall be done by cold room vendor. ( 1 working + 1 Stand by ) (Operating at minus 10 °C) - capacity 18,000 BTUH Vendor to calculate Refrigeration capacity and to submit capacity at -10 deg c SST and 45 deg c Ambient

NS.24.01.RA 24 REFRIGERANT DRAIN PIPING CONTROL PANEL & ACCESSORIES Supply, Installation, testing, commissioning & documentation of refrigerant piping with power and control cabling with all required accessories as per technical details & specification. Refrigeration piping to be measured with set of suction and discharge line with 19 mm insulation and glass cloth on it - standard 5 mtr length will be deducted from unit supplied. Extra above 5 mtr to be measured

NS.25.RA 25 TESTING & COMMISSIONING OF COLD ROOM SYSTEM Testing & Commissioning of Cold Room System based on refrigerant with 404A. Vendor should consider 2 days temperature mapping. Temperature mapping of cold rooms by using data loggers and twelve probes for 48 hour cycle

NS.26.RA 26 Supply, Fabrication and Erecting structure steel for support. Applying two coats of zinc chromate primer of ICI, Asain make/eq. , with rubber gasket between support & duct / pipe as per specifications and drawings and as directed by the Engineer-in-Charge client /consultant. Make : Tata / Sail / JSW/Eq as per IS-2062 with TC. ( with 2 coats of approved color epoxy paint )

OM CONSTRUCTION (BID ID -269927)

Tribeni Constructions Limited (BID ID -269978)