CONSTRUCTION OF EKLAVYA MODEL RESIDENTIAL SCHOOL (EMRS) AT 02 (TWO) LOCATIONS I.E. BHERNO AND KAMDARA, DIST. OF GUMLA, WITHIN THE STATE OF JHARKHAND UNDER EMRS DIVISION OF (NESTS), MINISTRY OF TRIBAL AFFAIRS, GOVT. OF INDIA

CONSTRUCTION OF EMRS KAMDARA

CIVIL WORKS ( KAMDARA )

ELECTRICAL WORKS ( KAMDARA )

FURNITURE ( KAMDARA ) PHASE-I

FURNITURE ( KAMDARA ) PHASE-II

KITCHEN EQUIPMENT ( KAMDARA )

CONSTRUCTION OF EMRS BHERNO

CIVIL WORKS (BHERNO )

ELECTRICAL WORKS (BHERNO )

FURNITURE ( BHERNO ) PHASE-I

FURNITURE ( BHERNO ) PHASE-II

KITCHEN EQUIPMENT ( BHERNO )

"NOTE:- THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST."

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Notice Inviting e-Tender (eNIT) No : B AND R / HO / NESTS / 51198 / EMRS / BHERNO – KAMDARA (PHASE-II) / NIT / CW / 01, DATED 01.01.2026

Name of the Bidder/ Bidding Firm / Company :

CIVIL WORKS

Earth Work

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:

All kinds of soil

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 50m and for all lift as directed by Engineer-in-charge.

All kinds of soil

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 50m and lift upto 1.5m, as directed by Engineer-in-charge.

Ordinary Rock

Hard rock (requiring blasting)

Hard rock (blasting prohibited)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all ift, including getting out the excavated soil and disposal of surplus excavated soil as directed within al lead of 50m.

All kinds of soil.

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

Ordinary Rock

Hard rock (blasting prohibited)

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 upto 50m and for all lift.

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

All kinds of soil

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared.

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

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 :

1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources)

1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Derived from basic rates of DSR 2021

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:

1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form work for :

Foundations, footings, bases for columns

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

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

Derived from basic rates of DSR 2021

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

Reinforced Cement Concrete

Centering and shuttering including strutting, propping etc. and removal of form for :

Foundations, footings, bases of columns, etc. for mass concrete

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

Suspended floors, roofs, landings, balconies and access platform

Shelves (Cast in situ)

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

Columns, Pillars, Piers, Abutments, Posts and Struts

Stairs, (excluding landings) except spiral-staircases

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

Edges of slabs and breaks in floors and walls

Under 20 cms wide

Weather shade, Chajjas, corbels etc., including edges

Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

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.

Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.

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 1.10 times 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

Concrete of M30 grade with minimum cement content of 350 kg /cum

All works above plinth level upto floor V level.

Concrete of M25 grade with minimum cement content of 330 kg /cum

Concrete of M30 grade with minimum cement content of 350 kg /cum

Derived from DSR 2021 basic rates

Add for using extra cement in the items of design mix over and above the specified cement content therein.

Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for expansion joints.

200 mm wide.

Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments.

The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall confirm to ASTM 6063).

Floor Joint of 100 mm gap

Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063.)

Wall Joint of 100 mm gap

Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments.

The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s preengineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063).

Roof Joint of 100 mm gap

Masonry Work

6.1 (Modified)

Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :

Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 100 mm/ 125 mm thick with Grade-I 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.

Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 150mm to 300mm thick AAC with Grade-I 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 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).

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)

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

Stone Work

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :

Cement mortar 1:6 (1 cement : 6 coarse sand)

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.

Cement mortar 1:6 (1 cement : 6 coarse sand)

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 of any colour and shade

Area of slab upto 0.50 sqm

Area of slab over 0.50 sqm

Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.

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.

Wood Work & PVC Work

Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).

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

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).

Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).

Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets :

25 mm dia (heavy type)

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete

Fixed to steel windows by welding

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

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per IS: 1378)

a) 100 x 58 x 1.90 mm

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

Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete.

300 mm weighing not less than 200 gms

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.

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.

Twin rubber stopper

Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically & horizontally) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge.

Steel Work

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.

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

Using flats 30x6mm for diagonal braces and central cross piece

10.12 (Modified)

Providing and fixing T-iron frames for doors of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

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 welded type tubes

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

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

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

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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.

Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :

4.0 mm thick glass panes (weights not less than 10 kg/ sqm)

5.0 mm thick glass panes (weights not less than 12.50 kg/ sqm)

Flooring

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

40 mm thick with 20 mm nominal size stone aggregate

Providing and fixing glass strips in joints of terrazo/ cement concrete floors.

40 mm wide and 4 mm thick

Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Note : Qty. shall be executed in marble strips of width upto 50mm.

Agaria White

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.

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.

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

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

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

Size of Tile 600x600 mm

Providing and laying full body (Homogeneous) 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 @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.

Size of Tile 600x600 mm

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

Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.

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

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

Roofing

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

In 75x75 mm deep chase

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05 mm) 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.

Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05 mm) 0.50 mm 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 using self drilling/ self tapping screws complete :

Flashings/ Aprons.( Upto 600 mm)

Gutter (600 mm over all girth)

Finishing

12 mm cement plaster of mix

1:6 (1 cement: 6 coarse sand)

15 mm cement plaster on rough side of single or half brick wall of mix:

1:6 (1 cement: 6 coarse sand)

6 mm cement plaster of mix

1:3 (1 cement : 3 fine sand)

Neat cement punning

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)

Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.

White washing with lime to give an even shade :

New work (three or more coats)

Distempering wath 'lst quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete:

New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 qram/litre

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 @ 0.90 kg/10 sqm)

Applying priming coat:

With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)

With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.

On concrete work

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

Two or more coats on new work

Aluminium 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

Powder coated aluminium (minimum thickness of powder coating 50 micron)

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

Powder coated aluminium (minimum thickness of powder coating 50 micron)

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)

With float glass panes of 8 mm thickness (weight not less than 20 kg/ sqm)

Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.

With stainless steel cover plate minimum 1.25 mm thickness

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.

Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-incharge

Powder coated minimum thickness 50 micron aluminium

Water Proofing

Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:

(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.

(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.

(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.

(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).

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

Serrated with central bulb (225 mm wide, 8-11 mm thick)

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 Engineerin-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 Engineerin-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.

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

For horizontal surface one coat @1.10 kg per sqm.

Road Work

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

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete

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.

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.

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 Engineerin-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm 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)

Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

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

Providing and 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, PVC coated to achieve outer dia not less than 5 mm in required colour and shade

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).

Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.

Supplying and stacking at site.

63 mm to 45 mm size stone aggregate

53 mm to 22.4 mm size stone aggregate

Stone screening 11.2 mm nominal size (Type B)

Good earth

Moorum

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .

Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling.

With road roller/ hand roller

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 mm and lift upto 1.5 m.

All kind of soil

Non-Schedule Items - Civil

PLUMBING WORKS

Sanitary Installation (As per D.S.R.)

Providing & fixing stone slab table rubbed, edges rounded and polished of size 75 X 50 cm deep and 1.8 cm thick fixed in urinal patitions by cutting a chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size) as per Engineer-in-charge and finished smooth

Granite Stone of approved shade

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with CI brackets and stainless steel waste with plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required.

Kitchen Sink without drain board

610X460 mm bowl depth 200mm.

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :

W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing PTMT Bottle Trap for Wash basin and sink.

Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms.

Providing & fixing PTMT towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distance of 37 mm from wall face with concealed fittings arrangement of approved quality and colour weighing not less than 88 gms

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:

White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap

Providing & fixing PVC waste pipe for sink including PVC waste fitting Complete

Flexible Pipe

32mm Dia

Providing and fixing toilet paper holder :

C.P. brass

Providing and fixing uplasticised PVC connection pipe with brass unions

45 cm length

15 mm nominal bore

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:

White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests

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.

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.

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.

600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :

15mm nominal bore

Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.

15mm nominal bore

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.

15 mm nominal bore

Providing and fixing C.P. brass angle valve for basin mixer and points of approved quality conforming to IS:8931

15 mm nominal bore

Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms

Sanitary Installations work (Non-Scheduled Items)

15 mm nominal bore

Internal Drainage Installations (As per D.S.R.)

Providing and fixing PTMT grating of approved quality and colour

Circular type

125 mm nominal dia with 25mm waste hole.

Providing & fixing on wall face unplasticised -Rigid PVC rain water pipes conforming to IS:13592 Type A included jointing with seal ring conforning to IS:5382 leaving 10 mm gap for thermal expansion. (i)Single socketed pipes.

110 mm diameter

Coupler -110 mm diameter

Bend -87.5 deg -110 mm diameter

Shoe -110mm shoe

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

a) Single socketed pipes, 110 mm diameter (wall thickness - 3.2 to 3.8 mm)

a) 110 mm inlet & 110 mm outlet

a) 50 mm OD

a) 110 mm dia

Water Supply Installations (As per D.S.R.)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of engineer in charge.

Internal work -Exposed on Wall

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 of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the wall etc.

15 mm nominal dia pipes

20 mm nominal dia pipes

25 mm nominal dia pipes

32 mm nominal dia pipes

Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. (internal work) (shall be executed for delivery/inlet pipe to overhead tank)

25 mm dia, nominal bore

32 mm dia, nominal bore

40 mm dia, nominal bore

50 mm dia, nominal bore

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :

25 mm diameter pipe

32 mm diameter pipe

40 mm diameter pipe

50 mm diameter pipe

Providing and fixing gun metal gate valve with CI wheel of approved quality (screwed ends)

25mm dia, nominal bore

32 mm dia, nominal bore

40 mm dia, nominal bore

Providing and fixing gun metal non- return valve of approved quality (screwed end)

40 nominal bore

Horizontal

50 nominal bore

Horizontal

80 nominal bore

Horizontal

Providing and fixing brass stop cock of approved quality

15mm nominal bore

20mm nominal bore

ELECT. DSR 2022 / 16.11

BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber Seal & O- Ring PN 16 pressure rating for chilled water/hot eater circulation as specified

100 nominal bore

80 nominal bore

65 nominal bore

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete

25 mm nominal bore

Water Supply Internal Work (Non Scheduled Items)

a) 15 mm dia nominal bore

b) 20 mm dia nominal bore

c) 25 mm dia nominal bore

EXTERNAL SEWERAGE SYSTEM

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, by mechanical/manual means ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :

All kinds of soils

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

150 mm diameter

250 mm diameter

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :

150 mm dia S.W pipe

250 mm dia S.W pipe

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :

150 mm diameter S.W. pipe

250 mm diameter S.W. pipe

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 (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominalsize), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement andmaking channels in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) finished witha 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 common burnt clay F.P.S. (non modular) bricks of class designation 7.5

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 common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel 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, all complete as per standard design :

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra for depth for manhole with F.P.S. bricks

Size 90 X 80 cm

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Size 120 X 90 cm

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design :

1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

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.

Providing and fixing square-mouth S.W. gully trap class SP-1complete 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 2.70kg as per standard design:

180x150 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement cincrete 1:2:4 mix (1cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar 1:3 (1cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete for pipes 100 to 230mm dia.

For pipes 100 to 250 mm diameter

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

Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.

External Storm Water Drainage System

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m:

All kinds of soil

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

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

Ordinary rock

Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :

150 mm diameter S.W. pipe/RCC pipes

250 mm diameter S.W. pipe/RCC pipes

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :

150 mm diameter S.W. pipe /RCC pipes

250 mm diameter S.W. pipe/RCC pipes

Providing and laying non-pressure NP2 class (light duty) RCC 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 storm drainage)

150 mm dia RCC pipe

300 mm dia RCC pipe

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

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality

Circular shape 560 mm internal diameter

Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete.

Providing & fixing on wall face unplasticised -Rigid PVC rain water pipes conforming to IS:13592 Tyape A included jointing with seal ring conforning to IS:5382 leaving 10 mm gap for thermal expansion. (i)Single socketed pipes.

110 mm diameter

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800(Part I ), including collecting sample 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 90m depth below ground level.

All types of Soil

300 mm dia

Rocky strata including Boulders

300 mm dia

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC. medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.

150mm nominal size dia

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 required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.

150 mm nominal size dia

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

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

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

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.

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I).

100 mm dia

Derived from DSR 2021

a) 25 cm drain 30 cm average depth, With F.P.S. bricks

Derived from DSR 2021

EXTERNAL WATER SUPPLY SYSTEM AND PUMPS

DISTRIBUTION NETWORK FOR FRESH WATER SUPPLY

Providing and fixing G.I. pipes complete with G.I. fittings including ,trenching and refilling etc.

external works

25mm nominal bore

32mm nominal bore

40mm nominal bore

50mm nominal bore

65mm nominal bore

80mm nominal bore

Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality

25 mm dia, nominal bore

32 mm dia, nominal bore

40 mm dia, nominal bore

50 mm dia, nominal bore

65 mm dia, nominal bore

80mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

external works

25mm nominal bore

32 mm dia, nominal bore

40 mm dia, nominal bore

50mm nominal bore

65mm nominal bore

80mm nominal bore

Providing and filling sand of grading zone V or coarser grade all-round the G.I. pipes in external work.

25mm dia pipe

32mm dia pipe

40mm dia pipe

50mm dia pipe

65mm dia pipe

80mm dia pipe

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :

50 mm dia

80 mm dia

Constructing masonry chamber 30x30x50 cm,inside with 75 class designation brick work in cement mortar 1:4 (1 cement:4 coarce sand) for stop cock complete with C.I. surface box 100x100x75mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 corase sand: 4 graded stonr aggregate 20mm nominal size) necessary excavation foundation concret 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortor 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design.

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 plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm 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 20 mm 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 plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.34.1 With common burnt clay F.

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :

50 to 80 mm nominal bore

ELECT. DSR 2022/ 16.11.1

65 nominal bore

80 nominal bore

ELECT. DSR 2022 / 16.11.2

150 nominal bore

100 nominal bore

80 nominal bore

ELECT. DSR 2022 / 14.13

100 mm dia, NB

150 mm dia, NB

Bore Well Installations (As per D.S.R)

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

Rocky strata including Boulders

300 mm dia

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

Rocky strata including Boulders

300 mm dia

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.

200mm nominal dia

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.

200 mm nominal size dia

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

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

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:

200 mm nominal size dia

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.

200 mm clamp

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).

200 mm dia

Notice Inviting e-Tender (eNIT) No : B AND R / HO / NESTS / 51198 / EMRS / BHERNO – KAMDARA (PHASE-II) / NIT / CW / 01, DATED 01.01.2026

Name of the Bidder/ Bidding Firm / Company :

Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, 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 :

25 mm dia.

65 mm dia.

80 mm dia.

18.17 (Civil)

25 mm dia.

FIRE HYDRANT ACCESSORIES

Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.

FIRE EXTINGUISHERS & MISC. ITEMS

ELECTRICAL WORKS (Internal)

Internal Wiring

Point wiring in PVC conduit, with modular type switch :-

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 A

Group B

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. (Note :- To be provided in common areas/ toilets/ corridors etc.)

Group A

Group B

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.

Power plug wiring in PVC conduit

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

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

Circuit / Sub main wiring in PVC conduit :-

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.

2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire

2 x 10 sq.mm. + 1 x 6 sq.mm. Earth wire

4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire

S/F light plug point Modular Type Accessories :-

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.

S/F power plug point modular Type Accessories :-

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

Supplying and fixing 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 out let and complete with connections, testing and commissioning etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. of 3 pin 5/6 A modular socket outlet and 2 nos. of 5/6 A modular switch, connections etc. as required.

Distribution Boards & MCB'S

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

Single pole

Triple pole and neutral

Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.

Supplying and Fixing Following way, Horizontal Type Three Pole and Neutral, Sheet Steel, MCB Distribution Board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator).

4 Way (4 + 12), Double Door

6 Way (4 + 18), Double Door

8 Way (4 + 24), Double Door

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.)

4 way (4 + 12), Double door

Supplying and fixing following way, Single Pole and Neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator).

6 Way Double door.

8 Way Double door.

12 Way Double door.

16 Way Double door.

S/F DP Isolator

Supplying and fixing following Rating, Double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as Required.

S/F 4P Isolator

Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as Required.

S/F DP (RCCB)

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.

S/F FP (RCCB)

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

Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/ recess, complete with testing and commissioning etc. as required.

For 6 way, Double door SPN MCBDB

For 8 way, Double door SPN MCBDB

For 14 way, Double door SPN MCBDB

Supplying and fixing Cable End Box (Loose Wire Box) suitable for following tripole pole and neutral, sheet steel, MCB distribution board, 415 Volts, on surface/ recess, complete with testing and commissioning etc. as required.

For 4 way, Double door TPN MCBDB

For 6 way, Double door TPN MCBDB

For 8 way, Double door TPN MCBDB

Supplying and fixing DP sheet steel enclosure on surface/recess along with 25/32 A 240V "C" Curve DP MCBcomplete with connections, testing and commissioning etc. as required. ( For Qtrs Emergency Supply)

63 amps FP MCB

Telephone, Television & Data System (Socket,Wiring & Conduting Only)

S/F Modular Boxes, Base & Cover Plate :-

Supplying and Fixing Following Size/ Modules, GI Box Alongwith Modular Base & Cover Plate for Modular Switches in Recess etc. as Required.

1 or 2 Module (75 mm x 75 mm)

S/F Modular Type Switch / Socket :-

Supplying and Fixing Following Modular Switch/ Socket on The Existing Modular plate & Switch Box including connections But Excluding Modular Plate etc. as required.

Telephone Socket outlet.

TV Antenna socket outlet.

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.

Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, Unarmored Telephone cable in the existing surface/ recessed steel/ PVC conduit as required.

Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.

Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.

1 run of cable

Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.

Internal Lighting Fixtures & Fans

SUPPLY FANS & EXHAUST FANS

(a) 1200 mm Sweep

(a) 200 mm sweep 900 RPM ( in plastic body)

(b) 300 mm sweep 900 RPM ( In metal body)

(c) 450 mm sweep 900 RPM ( In metal body)

Erection Of Lighting Fixtures And Fans

Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as Required.

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.

Installation of Exhaust fan in the existing opening, including making good the damage, Connection, Testing, Commissioning etc. as Required.

Upto 450 mm sweep

S/F modular type electronic fan regulator:

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.

Fixing Louvers / Shutters for Exhaust Fan:

Extra for Fixing the Louvers/ Shutters Complete with Frame for a Exhaust Fan of all sizes.

Extra Down GI Pipe 15mm Dia:

Supplying and Fixing Extra Down Rod of 10 cm Length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored).

ELECTRICAL WORKS (External)

PANELS

Supply , installation, testing, Design, manufacture, supply inspection, handling, assembling, affecting proper connections, testing and commissioning of 1.6/2mm CRCA sheet steel fabricated cubical type Main L.T. Panel floor mounting Extensible Type, dust & vermin proof, front operated construction, enclosure class - IP 42, As per IEC 60439 after proper treatment with 9 tank process with top/bottom removable gland plates, as required, double compression type cable glands, earth bus, hinged and lockable doors to achieve dust and vermin proof complete with all inter connections small wiring by min. 1.5-2.5 sq. mm. FR copper wires, ckt labels etc. The panel feeders shall be suitable for terminating suitable nos. 3.5 / 4 core armoured aluminium cable as required.

INCOMING:

1 nos. 50 A 415V, 4P MCCB of 25kA with thermal magnetic release, overload, short circuit and Earth fault protection.

1 no. Digital type Multifunction Meters to show (V, A, kWh, KVAh, KW, KVA, KVAR, PF, Hz.) with cast resin CTs.

1 Set of phase indicating lamps with MCB protection.

OUTGOING

9 nos. 20 A 4P MCB

4 nos. 32 A , 4P MCB

2 nos. 40 A , DP MCB

2 nos. 20 A 415V, 4P MCB of 10kA with 40A 4P Contactor & timer switch .

Design, manufacture, supply, installation, testing and commissioning of cubicle type panel fabricated out of CRCA sheet steel , floor mounted totally enclosed switchbaord suitable for use of 415 volts , 3 phase, 50 HZ complete with aluminium bus bar and all accessories including supply and fixing of following incoming and outgoing switchgears, Panel Should Have Double Earthing Provision which connected to the nearest earth grid.

NOTE:- MCCB's wherever specified upto 250A shall be Thermal Magnetic & Above 250A will be Microprocessor based inbuilt protections.

INCOMER : 125 AMP FP MCCB

3 Nos. Phase Indication light (lamp) with MCBs protection.

Multi functional meters (VAF) with suitable CTS and protection MCBS 1 set.

BUS BAR : 160 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity electrolytic Aluminium bus bar of suitable length, insulated by heat shrinkable sleeves. The current density of bus bar shall be minimum 0.6 sq mm / amp.

The Maximum allowable temperature for the Bus bar to be restricted to 90 deg C. The temperature rise should be restricted to 45 deg C above ambient temperature.

OUT GOINGS :

14 No 63 AMP FP MCB

2 No 40 AMP DP MCB

2 No 63 AMP DP MCB

Design, manufacture, supply, installation, testing and commissioning of cubicle type panel fabricated out of CRCA sheet steel , floor mounted totally enclosed switchbaord suitable for use of 415 volts , 3 phase, 50 HZ complete with aluminium bus bar and all accessories including supply and fixing of following incoming and outgoing switchgears, Panel Should Have Double Earthing Provision which connected to the nearest earth grid.

NOTE:- MCCB's wherever specified upto 250A shall be Thermal Magnetic & Above 250A will be Microprocessor based inbuilt protections.

INCOMER : 125 AMP FP MCCB

3 Nos. Phase Indication light (lamp) with MCBs protection.

Multi functional meters (VAF) with suitable CTS and protection MCBS 1 set.

BUS BAR : 160 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity electrolytic Aluminium bus bar of suitable length, insulated by heat shrinkable sleeves. The current density of bus bar shall be minimum 0.6 sq mm / amp.

The Maximum allowable temperature for the Bus bar to be restricted to 90 deg C. The temperature rise should be restricted to 45 deg C above ambient temperature.

OUT GOINGS :

14 No 63 AMP FP MCB

2 No 40 AMP DP MCB

2 No 63 AMP DP MCB

Design, manufacture, supply, installation, testing and commissioning of floor / wall mounted powder coated cubicle type, totally enclosed dust and vermin proof compartmentalized meter board fabricated out of 2mm CRCA sheet suitable for use of 415 volts , 3 phase, 50 HZ complete with bus bars, MV danger notice plate, on surface ISI marked Electronic kWh meter, indication lamps, CT's, Interconnection with suitable capacity aluminium strips , door covers, seperate compartment for each meter, glass inspection window, connection of incoming and outgoing cables with thimbles, with all accessories including supply and fixing of following incoming and outgoing switchgears complete as required (Panel Should Have a common earth bus bar of size 25mmx5 mm at the rear with 2 no. earth stud which is connected to the nearest earth grid. (Ref :- Fig. 6,CPWD specifications 2023)

NOTE:- MCCB's wherever specified upto 250A shall be Thermal Magnetic & Above 250A will be Microprocessor based inbuilt protections.

INCOMER : 100AMP FP MCCB, 30 KA with Thermal Release Range (80-100) A with O/C, S/C protection

3 Nos. Phase Indication light (lamp) with MCBs protection. Multi functional meters (VAF) with suitable CTs and protection MCBS 1 set.

BUS BAR : 160 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity electrolytic extendable type Aluminium bus bar of suitable length, insulated by heat shrinkable sleeves. The current density of bus bar shall be minimum 0.6 sq mm / amp. The Maximum allowable temperature for the Bus bar to be restricted to 90 deg C. The temperature rise should be restricted to 45 deg C above ambient temperature.

OUT GOINGS :

12 Nos 40 AMP DP MCB (For each Qtr.DBs and Spare )

10 no. , 5-30 A digital single phase energy ( Kwh) meters of accuracy class 1.0, suitable for operation on 240 V, 50 Hz single phase AC supply with polycarbonate body and backlit LCD display capable of measuring and displaying KWh, V, I, KW, PF, maximum demand in KW with special features like Tamper logging etc.complete with all necessary wiring.

complete panel as above

Design, manufacture, supply, installation, testing and commissioning of floor / wall mounted powder coated cubicle type, totally enclosed dust and vermin proof compartmentalized meter board fabricated out of 2mm CRCA sheet suitable for use of 415 volts , 3 phase, 50 HZ complete with bus bars, MV danger notice plate, on surface ISI marked Electronic kWh meter, indication lamps, CT's, Interconnection with suitable capacity aluminium strips , door covers, seperate compartment for each meter, glass inspection window, connection of incoming and outgoing cables with thimbles, with all accessories including supply and fixing of following incoming and outgoing switchgears complete as required (Panel Should Have a common earth bus bar of size 25mmx5 mm at the rear with 2 no. earth stud which is connected to the nearest earth grid. (Ref :- Fig. 6,CPWD specifications 2023)

NOTE:- MCCB's wherever specified upto 250A shall be Thermal Magnetic & Above 250A will be Microprocessor based inbuilt protections.

INCOMER : 125 AMP FP MCCB, 30 KA with Thermal Release Range (100-125) A with O/C, S/C protection

3 Nos. Phase Indication light (lamp) with MCBs protection. Multi functional meters (VAF) with suitable CTs and protection MCBS 1 set.

BUS BAR : 200 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity electrolytic extendable type Aluminium bus bar of suitable length, insulated by heat shrinkable sleeves. The current density of bus bar shall be minimum 0.6 sq mm / amp. The Maximum allowable temperature for the Bus bar to be restricted to 90 deg C. The temperature rise should be restricted to 45 deg C above ambient temperature.

OUT GOINGS :

10 Nos 40 AMP DP MCB (For each Qtr.DBs and Spare )

8no. , 5-30 A digital single phase energy ( Kwh) meters of accuracy class 1.0, suitable for operation on 240 V, 50 Hz single phase AC supply with polycarbonate body and backlit LCD display capable of measuring and displaying KWh, V, I, KW, PF, maximum demand in KW with special features like Tamper logging etc.complete with all necessary wiring.

complete panel as above

Design, manufacture, supply, installation, testing and commissioning ofwall mounted powder coated cubicle type, totally enclosed dust and vermin proof meter board fabricated out of 2mm CRCA sheet suitable for use of 230 volts , 1 phase, 50 HZ complete with bus bars, MV danger notice plate, ISI marked Electronic kWh meter, indication lamps, Interconnection with glass inspection window, connection of incoming and outgoing cables with thimbles, with all accessories including supply and fixing of following incoming and outgoing switchgears complete earthing etc. as required.

INCOMER : 63 AMP DP MCB with 2 nos. LED Indication Lights

OUT GOINGS :

1 No 40 AMP DP MCB (For each Qtr.DBs and Spare )

1 no. , 5-30 A digital single phase energy ( Kwh) meters of accuracy class 1.0, suitable for operation on 240 V, 50 Hz single phase AC supply with polycarbonate body and backlit LCD display capable of measuring and displaying KWh, V, I, KW, PF, maximum demand in KW with special features like Tamper logging etc.complete with all necessary wiring.

complete panel as above

Design, Manufacture, Supply, Installation, Testing and Commissioning of Panel Fabricated out of 16 SWG CRCA sheet steel, IP 54, wall / floor mounting type with rain canopy The sheet steel shall undergo minimum 7 tank treatment followed by finishing powder coating of min 60 micron thickness. the board includes 415 /240 V electrolitic Aluminium Bus Bar, removable gland plates, cable glands, including connection with outgoing feeders complete in all respect, Panel Should Have Double Earthing Provision Which Connected to the Nearest Earth Grid.

INCOMER:

1 no. 100A, 25KA 4P MCCB with Thermal Magnetic based releases, ON indication, + 3 Nos 63A DP MCB For each Phase.with 3 Nos Astronomical Weekly programmable time switch (SST- 1min) ON Phase for automaitc switching of landscape light fixtures at sun set and sun rise or twilight (auto on/ auto off and auto mode) with manual override faiclity with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site.

BUS BAR

TPN Aluminium bus bar with heat Shrink Sleeve rated for 125A.

OUTGOING

18 nos 16A DP MCB (For Compound Group Light + Spare)

4 Nos 16KA 40A FP MCCB (Spare)

1 nos 40A FP MCCB (BORE WELL STAND BY)

Other items such as

1 Set of control wiring

1 Set of designation plates

All Items complete as above

LT Cable And Accessories

Supply Of L.T. Cable:

Supplying of Following Sizes of 1.1 kV Grade Multicore Aluminium Conductor XLPE Power Cable Insulated armoured cable conforming to IS:7098 (Part - I) or as per Relevant IS Code complete with all Amendments etc and should be NABL certified as required.

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required..

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. with charcoal/ coke and salt as required

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

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.

Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.

Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required.

Above 4.5 metre and upto 6.5 metre

Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape , Hole Seeling to be done complete as required.

32 mm dia

External Lighting System

( B )The following certificates/documents are mandatory at the time of supply and after execution as and where applicable :- 1. EN50530 – MPPT Efficiency 2. IEC61547 3. IEC61000-3-2 – EMC 4. IEC 60598 – Part 1 – General requirement 5. IEC 62109 6. LM 79 REPORT 7. IK 08 8. IP 65 The Executant must submit the TDS, LM 79 report , IK 08 & IP 65 report of third party NABL lab , LM80 report of chip manufacturer in the department for obtaining the approval from the authority prior to start of work/ procurement of Solar street lights. Reports of inhouse lighting company Lab having NABL accrediation will not be acceptable. Test reports like EN50530 – MPPT Efficiency , IEC61547 ,IEC61000-3-2 – EMC , IEC 60598 – Part 1 – General requirement , IEC 62109 obtained from Third party NABL Lab/ TUV/UL/MNRE Lab's test report are required to be submitted by the executant along with manufacturer's warranty certificate in the name of concerned department for providing 5 years complete system warranty & providing immediate after sales service within the warranty period against manufacturing defects, LM 79 report,IP 65 report , IK 08 report against the supply of Hybrid AIO Solar lights for it's acceptance by the department

2x6 sqmm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of size up to 35 sq. mm

( a ) direct in ground including excavation and refilling the trench etc. as required, but excluding sand cushioning and protective covering.

( b ) On Surface

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing RCC/ HUME/ METAL pipe as required.

Upto 35 sq. mm

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.

63 mm dia (OD-63 mm & ID-51 mm nominal)

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.

Pumps (Non Scheduled Items)

Flow Rate : 350 to 400 LPM

min. Head : 60 M

Min. Motor HP : 7.5 H.P.

(a) 3 x 2.5 sqmm

Flow Rate : 4.5 to 5.0 LPS

Min. Head : 50 M

Min. Motor HP : 7.5 H.P. (Each)

CCTV SYSTEM

Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.

1 run of cable

Supply 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 :

LIGHTNING CONDUCTOR

Providing and fixing of lightning conductor finial, made of 25mm dia 300mm long, G.I tube, having single prong at top with 85mm dia 6mm thick G.I base plate including holes etc. complete as required.

Providing and fixing G.I tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (for horizontal run )

Providing and fixing G.I tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (for vertical run )

Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required.

Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required.

Earthing with G.I. earth plate 600mm x 600mm x 6mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7Mtr long etc. with charcoal/ coke and salt as required.

D.G.Set and associated works

Providing, Installing, Testing and Commissioning of ‘Silent Type’ Diesel Generating set alongwith having Prime Power Rating of 25 KVA, 415 volts at 1500 RPM, 0.8 lagging power factor at 415 V suitable for 50 Hz, 3 phase system & for 0.85 Load Factor and consisting of the followings

Diesel engine 4 stroke water cooled, electric start, of suitable BHP at 1500 RPM suitable for above output of alternator at 40 Degree C, 50% RH & at 1000 Meter MSL and conforming to BS 5514, BS 649, IS 10000, capable of taking 10% over loading for one hour after 12 hours of continuous operation. The engine will be fitted complete with all the required accessories.

(i) Start-stop switch with key

(ii) Water temperature indication

(iii) Lubrication oil pressure indication

(iv) Lubrication oil temperature indication

(v) Battery charging indication

(vi) RPM indication

(vii) Over speed indication

(viii) Low lub. Oil trip indication

(ix) Engine Hours indication

Synchronous alternator rated at 25 KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8 lagging power factor at 40 Degree C, 50% RH & at 1000 Meter MSL. The alternator shall be having SPDP enclosure, brushless, continuous duty, self-excited and self-regulated through AVR conforming to IS: 4722/BS 2613 suitable for tropical conditions and with class- F/H insulation

Both the engine and alternator shall be mounted on suitable base frame made of MS channel with necessary reinforcement which shall be installed on suitable cement concrete foundation and vibration isolation arrangement as per recommendations of manufacturer.

Daily service fuel tank of minimum 60 liters capacity fabricated out of 3 mm thick M.S. sheet complete with all standard accessories and fuel piping between fuel tank and diesel engine with MS class ‘C’ pipes of suitable dia. Complete with valves, level indications & accessories as required as per specifications OR as per recommendations of manufacturer.

Dry exhaust mainfold with hospital exhaust silencer and catalytic convertor.

12V/24V DC starting system comprising of starter motors: voltage regulator and arrangement for initial excitation complete with suitable nos. of batteries (25 plates, 180 Amp. Hour capacity lead acid type) as required as per specifications.OR as per recommendations of manufacturer.

Engine & Alternator stands warranty for minimum period of 24 months or 5000 hours of operation whichever earlier

Fabricating, Installing, Testing & Commissioning of automatic mains failure control including auto by-pass panel, suitable for 25 KVA silent type DG set complete with relays, timers, set of CTs for metering & protection and energy analyser to indicate currents, phase and line voltages, frequency, power factor, KWH, KVARH & provision for overload, short circuit, restricted earth fault, under frequency, control cabling from AMF panel to diesel engine and elsewhere if required, all complete and inter locking including the following:

(ii) 2 Nos. 63 A, 415V 4P Contactor

(i) High water temperature

(ii) Low lubricating oil pressure

(iii) Engine over speed

(iv) Engine fails to start

(v) Full load/maximum load warning

Notice Inviting e-Tender (eNIT) No : B AND R / HO / NESTS / 51198 / EMRS / BHERNO – KAMDARA (PHASE-II) / NIT / CW / 01, DATED 01.01.2026

Name of the Bidder/ Bidding Firm / Company :

Item No

Supply and iunstallation of Knock down type class room Dual Desk specially designed for rugged use. The dual desk shall be made of ERW M.S. tubular section fitted with pre-laminated particle board top, seat & back with 2mm thick machine pressed PVC egde banding glued with industrial adhesive and diffused with board monolithically alongwith MS hook/hanger for water bottle and bag. All the exposed corners shall be rounded with a fillet/corner radius upto 50mm. The overall appearance of the finished product shall be strictly as per sample photographs attatched: DUAL DESK TOP –18 mm Both Side Laminated (BSL) PreLam Partical Board 400 mm wide BENCH/SEAT TOP – 18 mm BSL PreLam Partical Board 330 mm wide FRONT SHELF – 18 mm BSL PreLam Partical Board 300 mm (Wide). BENCH BACK – 18 mm BSL PreLam Partical Board 250 mm (W). Modesty Panel – 18 mm BSL PreLam Partical Board 300 mm (W). Supporting Understrucure- Left Hand and Right Hand frame consisting of vertical, horizontal and Cross Member made up of 25 mm outer dia x 1.2 mm (wall thickness) ERW tube confirming to IS Grade 4923:1997 and shall be finised with epoxy polyster powder coated finish with DFT 50-60 Micron confirming IS 13871:1993. The support system of Bench and Shelf shall also made up of made up of 25 mm (outer dia) x 1.2 mm outer dia ERW tube confirming to IS Grade 4923:2019 and shall be finised with epoxy polyster powder coated DFT 50-60 Micron confirming IS 13871:1993. Resting support plate made of Table top , provided on the top of vertical members shall be made up of 3mm Thk CRCA Steel sheet Conforming IS: 513:2008. The legs shall be fitted with PVC Leveler. Construction is fully welded with MIG welding and assembled using M6 trilobular screws (As per DIN 7500) with Zn blue plating. Compact top, seat and back panels are assembled using M6 Countersunk Trilobular screws(as per DIN 7500) with Zn Black Plating (As per IS 1573:1986). The Dual Desk shall design shall ensure comfortability in entering, seating and standing during use.

Supplying and installation of site knock down type Office Table as per approved design and directrion of Engineer-in-charge. Work Top - Work top shall be made 25mm thick Pre-laminated MDF board with decorative lamination on one side and balancing lamination on other side confirming to IS 12406:2003 with post forming on front, back and machine pressed PVC egde banding 2mm thick glued with industrial adhesive and diffused with board monolithically on other two sides. Table top shall have 75mm overhung on front and 25mm overhung on sides. Understructure- C-type leg shall be made of tubular section of 50mm x 50mm x 1.6mm (wall thickness) thick vertical member and 40mm x40mm x1.6mm (wall thickness) Horizontal M.S. pipe confirming IS-Grade 4932 shall be finished with epoxy polyster powder coated DFT 50-60 Micron. The legs shall be fitted to the ground with M8 screw leveler with the height adjustment up to 15mm. The cross members shall be mounted by end brackets made of 3mm thick CRCA steel sheet confirming IS 513: 2008 and finished with epoxy polyster powder coated DFT 50-60 Micron confirming IS 13871:1993. Wire management - Electrical wires shall be carried from horizintal/ vertical duct made of 0.7mm CRCA steel sheet confirming to IS 513:2008. The switch plate or grommet depending upon requirement shall also be provided for electrical/LAN connection on table top. Modesty Panel -Modesty Panel of height 450mm shall be made of 1.5mm thick CRCA sheet sheet confirming to IS 513: 2008 and shall be finised with epoxy polyster powder coated DFT 50-60micron. Storage body- Storage top shall also be made of 25mm thick Pre-lam MDF board confirming to IS 12406:2003 with post forming on two sides and machine pressed PVC egde banding 2 mm thick glued with industrial adhesive and diffused with board monolithically on other two sides. The body of storage units shall be made of 0.8mm thick CRCA steel Sheet and skirting shall be of 1.2mm thick CRCA steel sheet confirming to IS 513: 2008 finished with epoxy powder coated of DFT 50-60 Micron confirming IS 13871:1993. Internal Shelves shall be also made up of 0.8mm CRCA steel sheet confirming to IS 513: 2008 and shall be mounted with the Metal shelf support pin made of 2mm thick CRCA Steel sheet with Nickel or Chrome plating. M10 screw leveler is given with height adjustment up to 12mm to 15mm.

Supplying and installation of knock down type Office Table made of Pre-laminated MDF board with decorative lamination on one side and balancing lamination on other side top of size 1199 X 590 X 735 mm. Worktop shall be rounded in all four corners and should have an overhung of 50mm alongwith one drawer unit made of 0.5mm thick CRCA Steel sheet. The table top shall be supported over legs consists of MS ERW round tube of 25mm dia x 1.2mm (wall thickness) and Cross Horizontal Members including Leg rest of 25mm dia x 1.2mm (wall thickness) M.S. ERW tube. All steel components be shall be finised with epoxy polyster powder coated DFT 50-60micron.

Supplying and installation of knock down type 12 Seater Meeting Table of of overall size 3600 x 1350 (maximum) x 750 mm (Knock down type). Table Top shall be made of 25mm thick Pre-laminated Partical Board with decorative lamination on one side and balancing lamination on other side whereas the Gable Ends shall be of 25mm thick Pre-laminated Partical Board with decorative lamination on both side alongwith 2mm thick machine pressed PVC edge banding glued with industrial adhesive and monolithically diffused. Supporting Understructure consists of 2 Metal C Legs on either ends of table support frame made of 50mm x 50mm x 1.6 mm (wall thickness) MS ERW tube and One number Wire Carrier leg at middle of 50mm x 50mm x1.6mm (wall thickness), 4 numbers Horizontal connector of 40mm X 40mm X 1.6mm thick MS Pipe between supporting vertical legs. All The MS Pipes and Sheet shall be finished with epoxy powdercoated of DFT 50-60micron. The 'C' typed metal legs shall be kept 150mm inside from outer edge of table top. WIRE MANAGEMENT - The Vertical (stake) & Horizontal (cable tray) wire carriers are placed below worktop, made up of CRCA steel sheet with epoxy powder Coating & Fixed to the understructure with specially designed brackets, including provision of placing switch plates/grommet in the cable tray .

Supplyand installation of Library Table in sizes of 2400mm (L) x 900mm (W) x 750mm (H) consisting of follwing specification:- Work Top - Work top shall be made of 25mm thick Pre-laminated Partical Board with decorative lamination on one side and balancing lamination on other side confirming to IS 12823: 1990, alongwith 2 mm thick Machine pressed PVC edge banding glued with industrial adhesive and monolithically diffused with board on exposed edges. Understructure Supporting frame shall consists of Three Metal C-Legs (two at either ends and one in middle of table) and joined by two numbers Horizontal connector made of tubular section 40mm x 40mm x 1.6mm (wall thickness) confirming to IS 4923:1997. The table shall have provisions of foot rest made up of 25mm x 25mm x 1.2mm ERW pipe fitted in between two vertical legs and also acts as bracing membeThe entire metal frame shall be finised with epoxy polyster powder coated DFT 50-60 Micron. C-typed metal legs shall be kept 150 mm inside from from end of table. Legs shall be fitted to the ground with M8 screw leveler with the height adjustment up to 12mm to 15mm.

Supplying and installation of knock down type Dual Computer Work Station of unit Size 1500mm (L) x 600m (W) x 750mm (H) for two students Work Top- Work top shall be made 25mm thick Prelam particle board with decorative lamination on one side and balancing lamination on other side confirming to IS 12823: 1990 with 2mm thick Machine pressed PVC edge banding glued with industrial adhesive and monolithically diffused with board on all sides. Understructure supporting frame consist of 2 Metal C Legs on either ends of table support frame made of 50mm x 50mm x 1.6 mm (wall thickness) MS ERW tube and One number Wire Carrier leg at middle of 50mm x 50mm x1.6mm (wall thickness), 4 numbers Horizontal connector of 40mm X 40mm X 1.6mm thick MS Pipe between supporting vertical legs. The MS Pipes shall be finished with epoxy powdercoated with DFT of 50-60 Micron confirming to IS 13871:1993. The legs shall be fitted to the ground with M8 screw leveler with the height adjustment up to 15mm. Wire management-The Vertical /Electrical duct & Horizontal Cable tray ( wire carriers) are made of CRCA steel sheet & fixed to the understructure below worktop with specially designed brackets. Provision for fixing Switch plates are privided in the cable tray for easy access through wire mangaer or PVC grommet. Screens / privacy panel: - Screen height will be 300mm above work-top made of prelam particle board/White Board alternatively as approved by Engineer-in-Charge. In addition privacy panel of 300 mm height, on work top, shall be provided between two workstation.

Supply and installation of Library Open book Shelf (Single Side) of Sizes 1800mm (H) x 900mm (W) x 316mm (D) body and shelves shall be made up of 0.8mm thick CRCA steel Sheet and skirting of 1.2mm thick CRCA steel sheet confirming to IS 513: 2008 and fixed with CRCA steel sheet brackets of approved design finished with epoxy powder coated finish (DFT minimum 50-60 micron). Number of adjustable shelf shall be five with six loading levels . Load bearing capacity of the shelf shall be 30Kgs UDL. The construction shall be aesthetically appealing completely welded. M10 screw leveler with height adjustment up to 15mm shall be provided at bottom end of legs.

Supply and installation of Glass-door Storage of Size 916 mm (W) x 486mm (D) x 1980mm (H). It should have shelf thickness of 0.7mm, Back thickness of 0.8mm, Door thickness of 0.8mm (high yield strength) with clear glass of 3.0mm thick and all other components shall have a thickness of 0.9mm. These components shall be made of CRCA steel sheet ‘D’ grade high yield strength as per IS 513:2008 The glass door storwel shall have a SS handle and a Two-way locking mechanism with shooting bolt. It should have a height-wise adjustable shelf mounting which shall have a Uniformly Distributed Load Capacity of max 40 Kg. It should also have a M10 Screw type Leveller with Hex plastic base.All metal components would be epoxy polyster powder coated DFT 50-60 Micron confirimg to IS 13871:1993

Supply and installation of Metal Almirah of Size 916mm (W) x 486mm (D) x 1980mm (H). It should have the shelf thickness of 0.7 mm, Back thickness of 0.8mm, Door thickness of 0.8mm (high yield strength) and all other components shall have a thickness of 0.9mm. These components shall be made of CRCA steel sheet ‘D’ grade high yield strength as per IS:513. The Storwel Plain should have a suitable handle and Three-way locking mechanism with Shooting Bolts. It should have a height wise adjustable shelf mounting which shall have a Uniformly Distributed Load Capacity of max 40 Kg. It shall have 4 no.s full shelves. A4 size box file(85 W x 285 D x 345 H mm) can be stored vertically on three shelves and the clear space above fourth shelf is 240mm. It should also have a M10 Screw type Leveller with Hex plastic base. All metal components would be powder coated with epoxy powder coating of 50-60 micron DFT Confirming IS 13871:1993

Supply and installation of 5- Seater sofa consisting of one number 3-Seater Sofa of overall size (1950mm x 785mm x 750mm ) and one number 2-Seater Sofa (1550mm (W) x 785mm (D) X 750mm (H), under-structure is made up of Natural Hard wood battens and 12mm THK COMMERCIAL PLYWOOD. High density foam shall be used for seat and back. The seat is made up of PU foam with density 32±2 Kg/m3 having an additional top layer of PU foam with density 28±2 Kg/m3, upholstered with leatherette. The back is made up of PU foam with density 28+/-2 Kg/m3 with additional top layer of PU foam with density 23+/-2 Kg/m3, upholstered with leatherete. LEATHERITE -ABRASION RESISTANCE in excess of 80,000 cycles, 600 to 650 GSM. Legs shall be made Mild Steel (MS) powder coated with minimum 50-60 micron DFT confriming IS 13871:1993

Supply and installation of 4-seater sofa consisting of two number 2-Seater Sofa (1550mm (W) x 785mm (D) X 750mm (H), understructure is made up of Natural Hard wood battens and 12mm THK COMMERCIAL PLYWOOD. High density foam is used for seat and back , The seat is made up of PU foam with density 32±2 Kg/m3 having an additional top layer of PU foam with density 28+/-2 Kg/m3, upholstered with leatherette. The back is made up of PU foam with density 28±2 Kg/m3 with additional top layer of PU foam with density 23+/-2 Kg/m3, upholstered with leatherette. LEATHERITE -ABRASION RESISTANCE in excess of 80,000 cycles, 600 to 650 GSM. Legs shall be made Mild Steel (MS) powder coated with minimum 50-60 micron DFT confriming IS 13871:1993

Supply and installation of Steel bunk bed of overall size 1850(L)x875(W)x1735 mm(H) consisting of following specification: - HEADBOARD: Head Board consists of MS pipe of 25 x 50 x 1.6 mm thick vertical legs connected with horizontal MS ERW pipe 25x50x1.6mm thick at bed stagging levels and at the top. The structure shall have additional bracing of ERW pipe 25 x 25 x 1.2 mm confirming to IS-Grade 4923 of (2 number at level 1 and 1 number at level 2). Construction is partially welded with MIG welding confirming to IS standard IS 816:1969 and is also tested as per the IS grade IS 822:1970. Legs shall be fitted to the ground with M8 screw leveller with the height adjustment up to 12mm to 15mm if required. 2 mm thick CRCA Connecting bracket confirming to IS 513: 2008 is welded on vertical pipe for connecting with bed stagging. End to end dimensions for the Headboard is 870(W) x 1735mm (H).TAILBOARD-: Tail Board consists of MS pipe of 25 x 50 x 1.6 mm thick vertical legs connected with horizontal MS ERW pipe 25x50x1.6mm thick at bed stagging levels and at the top. The structure shall have additional bracing of ERW pipe 25 x 25 x 1.2 mm confirming to IS-Grade 4923 ( 1 number at level 2). Construction is partially welded with MIG welding confirming to IS standard IS 816:1969 and is also tested as per the IS grade IS 822:1970. Legs shall be fitted to the ground with M8 screw leveller with the height adjustment up to 12mm to 15mm if required. 2 mm thick CRCA Connecting bracket confirming to IS 513: 2008 is welded on vertical pipe for connecting with bed stagging. End to end dimensions for the Headboard is 870(W) x 1735mm (H). LADDER: –Ladder shall be made up of horizontal and vertical MS pipe 25x25x1.2 mm Thick. 2mm Thick CRCA plate to be used for welding to the horizontal pipe. Construction is fully welded my MIG welding on the Tailboard Frame side. End to end dimensions for the ladder is 430(L) x1000mm (H). Bed Stagging– Head board and Tail board are joined together by bed stages made up of 12 mm Merine grade ply confirming to IS 710, supported over steel framework consisting of two outer MS ERW Pipe 25x50x1.6mm thick IS-Grade 4923 and three numbers of 25 x25 x 1.6 mm MS ERW pipes as a cross bracing welded to each other by MIG welding. SUPPORT ARM: –Shall be provided in upper level and shall be made up of MS Pipe 25x25x1.2mm Thick, conforming IS-Grade 4932 with 2mm Thick CRCA connecting plate. All pipes welded to each other by MIG welding. End to end dimensions for the Supporting Arm is 985mm(L) x 263 (H).FINAL ASSEMBLY: Headboard, Tailboard, Ladder, Support Arm and bed stagings shall be assembled as per indicative diagram. Each bed stagging shall be connected by 4 Nos of connecting Brackets & M8x16 Allen Bolt. The bed stage shall be 10-12 mm below side frame to provide proper fixity to mattress. End to end dimensions for the bed is 1850 (L) x 870(W)x 1735 mm(H). The height of Level 1 bed stagging is 450 mm from the ground and middle frame of level 2 is at 1450 mm from ground. Finish- All metal components are given anti-rust surface treatment and are finished with epoxy polyester powder coated DFT 50-60 Micron confirming to IS 13871:1993. Note- (The overall sizes of bed shall be kept 1850mm x 875mm (to fit a mattress of size 1775 mm x 800mm). The mattress shall be procured separately.)

Supplying and installing at site knock down type Metal Table having unit dimesnsion 600mm (W) x 750mm (H) for one student. Table may be 01 to 04 seaters depending upon the requirement and availbility of space as per approved furniture layout. Work Top Shall be made up of 25mm thick Prelam (OSL) particle board confirming to IS 12823: 1990 with post formed edge moulding on one side and 2mm thick Machine pressed PVC edge banding glued with industrial adhesive and monolithically diffused with board on other three sides. Supporting Strucure of table top consits of C type vertical Legs of ERW tube 40 x 40 x x 1.6 mm.The vertical legs are connected with 2 cross horizontal members of size ERW Tube of 40x40x 1.6 mm provided at top. The table shall have provisions of foot rest made up of 25mm x 25mm x 1.2mm ERW pipe fitted in between two vertical legs which also act as bracing member. All ERW pipes shall confirm to IS grade IS 4923 and shall be finised with epoxy polyster powder coated DFT 50-60 Micron Confirming IS 13871:1993. Drawer Unit: SPECIFICATIONS :- All metal component including shutter and Shelf shall be made of 0.8mm thick CRCA confirm to IS grade IS 4923 and shall be powder coated with epoxy powder coating of 50 micron DFT Confirming IS 13871:1993.

Supplying and installation of knock down type SS Dinning Table consists of Dinning Top made up of 1mm thickness Stainless steel sheet of SS 304 Grade with overall dimension of 2400mm (L) X 760mm (D) X 750mm (H). The table top shall be reinforced with a 18mm thick HDHMR Board. Dinning top sheet shall be extended to the sides for a depth upto 40 mm under the table top in all directions including , edge rounding, grinding and finishing ,etc all complete . The Table top shall finish in such a manner to avoid any sharp edges. Supporting understrucure of table consists of 4 numbers C- Leg frame made up of MS ERW tube 40mm x 40 mm x 1.6 mm and are connected to 6 numbers horizontal members of MS ERW tube 25 x 25 x 1.6 mm. Stool Seats shall be made of 300mm dia SS 202 Grade formed Plates of 1mm thick resting over 12mm HDHMR which in turn supported over 3mm thick MS Plate welded to vertical supporting leg. The supporting vertical member of each stool seat consists of MS ERW tube 40mm x 40 mm x 1.6 mm and is connected to C-legged frame of table top. All Metal components of entire assembly confirm to IS 4923: 1997. Both the horizontal and vertical pipes are welded together by MIG welding confirming to IS standard IS 816:1969 and is tested for welding confirming to IS 822:1970. All CRCA Steel componets shall be finised with epoxy polyster powder coated DFT 50-60 Micron confirming IS 13871:1993. The understructure height shall be 725mm from the ground and stool shall height of 500mm from the ground & foot rest structure of MS ERW tube of 40 x40 x 1.6 mm , shall be 125mm from ground.

Supplying and installation of knock down type SS Dinning Table consists of Dinning Top made up of and 1mm thickness stainless steel sheet of SS 304 Grade with overall dimension of 1800mm (L) x 760mm (D) x 750mm (H). The table top is rainforced with a 20mm HDHMR Board. Dinning top sheet shall be extended to the sides for a depth of 40 mm in all directions including , edge rounding, grinding and finishing ,etc all complete . The Table top shall finish in such a manner to avoid any sharp edges. Supporting understrucure of table consists of 3 numbers Leg frame made up of 40mm x 40mm x 1.6mm M.S. ERW tube and are connected to 4 numbers horizontal members of MS ERW tube 25mm x 25mm x 1.6 mm. Stool Seats are made of 300 mm dia SS 202 Grade formed Plates of 1 mm thickness resting over welded 12 mm HDHMR which in turn supoorted over 3 mm thick MS Plate weled to vertical supporting leg. The supporting vertical member of each stool seat consists of MS ERW tube 40mm x 40 mm x 1.6 mm and is connected to C-legged frame of table top. All Metal components of entire assebmly confirm to IS 4923: 1997. Both the horizontal and vertical pipes are welded together by MIG welding confirming to IS standard IS 816:1969 and is tested for welding confirming to IS 822:1970. All CRCA Steel components shall be finishded with epoxy polyster powder coated DFT 50-60 Micron confirming IS 13871:1993. Understructure height will be 725mm from the ground, the stool height will be 500mm from the ground foot rest structure of MS ERW tube 40mm x 40 mm x 1.6 mm, shall be 125 mm from goound.

Supply adn installation of Lab Stool Seat made up of 300 mm dia SS 202 Grade formed Plates of 1 mm thickness welded over 3 mm thick MS Plate and 12 mm HDHMR Board . The Stool seat is supported by four legs 25mm dia x 1.6 mm M.S. round Pipe. Height of stool shall be 540mm from the floor. The legs shall be provided with PU/PVC leveller at the bottom and finished with epoxy powder coated finish (DFT 50-60 Micron) Confirming IS 13871:1993.

Supplying and installation of High back Executive Chair as per indicative photograph and specification: i) SEAT/BACK ASSEMBLY: The seat and back should be made up of 12 ±1mm. thick hot-pressed plywood and upholstered with fabric upholstery covers and moulded Polyurethane foam. The back foam should be designed with contoured lumbar support for extra comfort. The seat has extra thick foam on front edge to give comfort to popliteal area. BACK SIZE 47.5 cm. (W) x 69.5 cm (H) SEAT SIZE 47.0 cm. (W) x 48.0 cm. (D) ii) HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam should be moulded with density = 45±2 kg/m3 and hardness load 16 ± 2 kgf for 25% compression. iii) ARMRESTS :The one-piece armrests should be injection moulded from black Co-polymer Polypropylene. iv) CENTER TILT SYNCHRO mechanism: The mechanism should be designed with the following features: • 360° revolving type. • Upright-position locking • Tilt tension adjustment • Seat/back tilting ratio of 1:3. v) PNEUMATIC HEIGHT ADJUSTMENT: The pneumatic height adjustment has an adjustment stroke of 12.0 ±0.3cm. vi)TELESCOPIC BELLOW ASSEMBLY The bellow should be 3 piece telescopic type and injection moulded in black Polypropylene. vii) PEDESTAL ASSEMBLY:The pedestal should be injection moulded in black 33% glass-filled Nylon-66 and fitted with 5 nos. twin wheel castors. The pedestal should be 66.3 ±0.5cm. pitch-center dia. (76.3 ±1.0cm with castors). viii)TWIN WHEEL CASTORS: The twin wheel castors should be injection moulded in Black Nylon.

Supplying and installation of medium back Executive Chair as per indicative photograph and specification: i) SEAT/BACK ASSEMBLY: The seat and back should be made up of 1.2 ±0.1cm. thick hot-pressed plywood and upholstered with .fabric upholstery covers and moulded Polyurethane foam. The back foam should be designed with contoured lumbar support for extra comfort. The seat has extra thick foam on front edge to give comfort to popliteal area BACK SIZE 47.5 cm. (W) x58.0 cm (H) SEAT SIZE 47.0 cm. (W) x 48.0 cm. (D) ii) HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam should be moulded with density = 45±2 kg/m3 and hardness load 16 ± 2 kgf for 25% compression. iii) ARMRESTS :The one-piece armrests should be injection moulded from black Co-polymer Polypropylene. iv) CENTER TILT SYNCHRO mechanism: The mechanism should be designed with the following features: • 360° revolving type. • Upright-position locking • Tilt tension adjustment • Seat/back tilting ratio of 1:3. v) PNEUMATIC HEIGHT ADJUSTMENT: The pneumatic height adjustment has an adjustment stroke of 12.0 ±0.3cm. vi) TELESCOPIC BELLOW ASSEMBLY : The bellow should be 3 piece telescopic type and injection moulded in black Polypropylene. vii) PEDESTAL ASSEMBLY:The pedestal should be injection moulded in black 33% glass-filled Nylon-66 and fitted with 5 nos. twin wheel castors. The pedestal should be 66.3 ±0.5cm. pitch-center dia. (76.3 ±1.0cm with castors). viii)TWIN WHEEL CASTORS:The twin wheel castors should be injection moulded in Black Nylon.

Supplying and installation of visitor Chair as per indicative photograph and specification: i) SEAT/BACK ASSEMBLY: The seat and back should be made up of 12 ±1mm. thick hot-pressed plywood and upholstered with fabric upholstery covers and moulded Polyurethane foam. The back foam should be designed with contoured lumbar support for extra comfort. The seat has extra thick foam on front edge to give comfort to popliteal area.BACK SIZE 47.5 cm. (W) x58.0 cm (H) SEAT SIZE 47.0 cm. (W) x 48.0 cm. (D) ii) HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam should be moulded with density 45±2 kg/m3 and hardness load 16±2 kgf for 25% compression. iii) ARMRESTS :The one-piece armrests should be injection moulded from black Co-polymer Polypropylene. iv) TUBULAR FRAME: The powder coated (DFT 50-60 Micron ) pressed tubular frame should be cantilever type & made of 25±2 mm. x 2mm (thick) M.S. ERW Tube.

Supplying and installation of chair with MOULDED PLY SHELL: The seat & back is made up of moulded ply in Veneer or Laminate finish in single piece of shell size - 420 mm (W) X 410 mm (D) X 440 (H) X Thickness 12 mm. UNDER STRUCTURE: The Understructure is made up of dia. 25.4 ±0.3mm. x 1.6mm thick M.S. E.R.W. tube supporting frame in C-shape and welded to 250mm x 250mm x 2mm thick MS plate welded at seat level to support seat with necesary fixing arrangement . The framework shall be epoxy coated having DFT 50-60 Micron. The leg at bottiom shall be fitted to rubber bush.

Supplyand installation of Wooden chair of Dimension - 480W x 420D x 820H UNDERSTRUCTURE:The Understructure is made from Hot pressed rubber wood. BACKREST: The backrest is made up of plywood and foam upholstered with polyester fabric. SEAT:The seat is made up of 12mm thick (7 layers) hot pressed plywood and moulded seat foam upholstered with fabric. SEAT FOAM:Foam made out of moulded Polyurethane foam with the following properties: • Density (IS-7888-1976) : 50-55 Kg/m3.• Hardness: 28+/-3 Kgf.• Compression set (IS-7888-1976): 10% Max.• Tensile strength (IS-7888-1976): 0.9-1.2 Kg/cm2• Tear strength(Min) (IS-8067) : 0.6 Kg/cm(min)• Resilience (IS-7888-1976): 40% - 60% • Elongation (IS-7888-1976): 110 % GLIDE:The glide is made from Nylon. SEAT AND BACK FABRIC PROPERTIES: Content: 100% Polyester 170 GSM Abrasion Resistance:Over 30000 cycle.Bursting Strength: 19.1 kg/cm²Tear Strength (NF):

Supplyingand installation of Steel chair as per specifcation detailed below:- 1)SEAT/BACK ASSEMBLY: The seat and back should be made from 10±0.01mm. thk. hot pressed ply and should be true resistant tant commercial plywood and upholstered with P.U. foam and fabric. BACK SIZE: 420 mm. (W) X 265mm (H) SEAT SIZE: 420mm. (W) X 420mm. (D) 2)HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR Polyurethane foam should be moulded with density =45+1-2 kg/m3 and Hardness load 16 ± 2 kgf for 25% compression. 3)UNDERSTRUCTURE ASSEMBLY : The assembly should be a mainframe made of 25.4 ±0.3mm. x 1.6mm thick M.S. E.R.W. tube and a welded leg tube made of dia. 25.4 ±0.3mm. x 1.6mm thick M.S. E.R.W. tube .to the form the complete assembly which should be black powder coated ( DFT 50-60 Micron ). Note-Colour of fabricc may be decised by engineer-incharge considering overall colour scheme.

Supplying and installation of Metal Lockers with Cam Lock one unit consiting of 381mm (W) x 381mm (D) x 1831mm (H) with 4 Lockers. Body-LH and RH Side and back panel is made up of 0.8mm thick CRCA steel sheet confirming to IS 513:2008 which is having standard dimension 1831 x380mm. Shelf hanging bracket is welded on both the side panel by spot welding. Shelf hanging bracket is made up of 0.8mm thick CRCA steel sheet confirming to IS 513:2008. front frame, top and bottom part made up 0.8mm thick CRCA steel sheet confirming to IS 513:2008 and horizontal part is made up 1mm thick CRCA Steel sheet confirming to IS 513:2008. On a front frame horizontally provision is given at a common distance to hold shutter bracket. Locker’s top is made up of 0.8mm thick CRCA Steel sheet confirming IS 513:2008 which is having standard dimension 375 x378mm. Shelf is also made up of 0.8 mm CRCA Steel sheet confirming to IS 513:2008. Shutter- Is made up on 0.7mm thick CRCA Steel sheet confirming to IS 513:2008. All the shutter are hung on shutter pin and shutter bracket, louvers are given in shutter for air flow. PVC flush handle and name plate is used for handling and for name plate tagging. Standard locking arrangment is used for locking each shutter. The bodies including shelves are given anti-rust surface treatment & are powder coated with epoxy polyester powder coating of DFT 50-60 Micron confirimg to IS 13871:1993.

Supplying and installation of Super White' writing grade resin coated steel writing surface conforming to International Standards, 100% smooth and 100% scratch-free surface and shall have magnetic property for sticking magnets or magnet impregnated objects. Frame- Satin-finish alloy aluminum (6063-T6) frame and precision engineered paper honeycomb core to make the board 100% warp-free and 100% flat. Can be mounted in landscape as well as portrait orientation on a wall with the help of built-in wall hanging clips Excellent erasibility with no ghost-marks, high scratch-resistance with easy-wipe properties and maximum readability with minimum glare makes Material: Resin Coated Steel Writing Surface, Alloy Aluminum Frame, Paper Honeycomb Core & Virgin ABS Corners. Size of the board: 1750 mm x 1150 mm

Supplying and installing in position ‘Green' writing grade melamine writing surface (chalk sheet) conforming to IS:2046/1997, with 100% clean and 100% scratch-free surface. Frame- Satin-finish alloy aluminium (6063-T6) frame and precision engineered paper honeycomb core to make the board 100% warp-free and 100% flat. Can be mounted in landscape as well as portrait orientation on a wall with the help of built-in wall hanging clips Excellent erasibility with no ghost-marks, high scratch-resistance with easy- wipe properties, maximum readability with minimum glare and minimum chalk dust formation with clean & continuous lines of chalk. Works well with all standard chalk sticks Board Size: 2350 mm x1150mm ).

Knocked down glass top rectangular centre table with a single storage shelf of 8 mm tempered glass located in the bottom portion shape supported by a set of four legs. The table's top is made of 10 mm tempered glass, while the frame and legs are constructed from other wood materials. The understructure supporting the top, as well as the storage compartment, are also made of wood, and the shoes/buffers are made of nylon. The dimensions of the table are approximately 1000mmX650mmX430 mm. The legs measure 35mm x 35mm and the understructure support material has a thickness of 8 millimeters. The legs are connected at the adjacent sides with four buffers/shoes at the bottom of the legs. The table top has a walnut finish

Supply and installation of Physics Lab Table of size 1800mm(L) x 1000mm(W) x 860mm(H) with specification as under: Work Top Shall be made up of 25mm thick Prelam (OSL) HDHMR Board confirming to IS 12823: 1990 with post formed edge moulding on Two side and 2 mm thick Machine pressed PVC edge banding glued with industrial adhesive and monolithically diffused with board on other two sides. Supporting Strucure of table top consits of 4 vertical Legs of ERW tube 50 x50 x 1.6 mm and one storage unit at middle. The vertical legs are connected with 2 lateral and 2 longitudinal cross members of size ERW Tube of 40 x 40 x 1.6 mm provided at top and 2 lateral cross members of size 40x40x1.6 mm. The table shall have provisions of foot rest made up of 25 x25 x1.2 mm ERW pipe fitted in between two vertical legs and also support the storgae unit & acts as bracing member. All ERW pipes shall confirm to IS grade IS 4923 and shall be finised with epoxy polyster powder coated DFT 50-60 Micron Confirming IS 13871:1993. Drawer Unit: - Table shall have 4 numbers of Metal Storage consiting of Shutter of size consiting of 350 (W ) x 450 (D) x 350 (H) mm with Pad Lock provision . All metal component including shutter and Shelf shall be made of 0.8mm thick CRCA sheet sheet confirming to IS 513: 2008 and shall be powder coated with epoxy powder coating of 50 micron DFT Confirming IS 13871:1993.

Notice Inviting e-Tender (eNIT) No : B AND R / HO / NESTS / 51198 / EMRS / BHERNO – KAMDARA (PHASE-II) / NIT / CW / 01, DATED 01.01.2026

Name of the Bidder/ Bidding Firm / Company :

Item No

Supply and installation of 4-seater sofa consisting of two number 2-Seater Sofa (1550mm (W) x 785mm (D) X 750mm (H), understructure is made up of Natural Hard wood battens and 12mm THK COMMERCIAL PLYWOOD. High density foam is used for seat and back , The seat is made up of PU foam with density 32±2 Kg/m3 having an additional top layer of PU foam with density 28+/-2 Kg/m3, upholstered with leatherette. The back is made up of PU foam with density 28±2 Kg/m3 with additional top layer of PU foam with density 23+/-2 Kg/m3, upholstered with leatherette. LEATHERITE -ABRASION RESISTANCE in excess of 80,000 cycles, 600 to 650 GSM. Legs shall be made Mild Steel (MS) powder coated with minimum 50-60 micron DFT confriming IS 13871:1993

Supply and installation of Steel bunk bed of overall size 1850(L)x875(W)x1735 mm(H) consisting of following specification: - HEADBOARD: Head Board consists of MS pipe of 25 x 50 x 1.6 mm thick vertical legs connected with horizontal MS ERW pipe 25x50x1.6mm thick at bed stagging levels and at the top. The structure shall have additional bracing of ERW pipe 25 x 25 x 1.2 mm confirming to IS-Grade 4923 of (2 number at level 1 and 1 number at level 2). Construction is partially welded with MIG welding confirming to IS standard IS 816:1969 and is also tested as per the IS grade IS 822:1970. Legs shall be fitted to the ground with M8 screw leveller with the height adjustment up to 12mm to 15mm if required. 2 mm thick CRCA Connecting bracket confirming to IS 513: 2008 is welded on vertical pipe for connecting with bed stagging. End to end dimensions for the Headboard is 870(W) x 1735mm (H). TAILBOARD-: Tail Board consists of MS pipe of 25 x 50 x 1.6 mm thick vertical legs connected with horizontal MS ERW pipe 25x50x1.6mm thick at bed stagging levels and at the top. The structure shall have additional bracing of ERW pipe 25 x 25 x 1.2 mm confirming to IS-Grade 4923 ( 1 number at level 2). Construction is partially welded with MIG welding confirming to IS standard IS 816:1969 and is also tested as per the IS grade IS 822:1970. Legs shall be fitted to the ground with M8 screw leveller with the height adjustment up to 12mm to 15mm if required. 2 mm thick CRCA Connecting bracket confirming to IS 513: 2008 is welded on vertical pipe for connecting with bed stagging. End to end dimensions for the Headboard is 870(W) x 1735mm (H). LADDER: –Ladder shall be made up of horizontal and vertical MS pipe 25x25x1.2 mm Thick. 2mm Thick CRCA plate to be used for welding to the horizontal pipe. Construction is fully welded my MIG welding on the Tailboard Frame side. End to end dimensions for the ladder is 430(L) x1000mm (H). Bed Stagging– Head board and Tail board are joined together by bed stages made up of 12 mm Merine grade ply confirming to IS 710, supported over steel framework consisting of two outer MS ERW Pipe 25x50x1.6mm thick IS-Grade 4923 and three numbers of 25 x25 x 1.6 mm MS ERW pipes as a cross bracing welded to each other by MIG welding. SUPPORT ARM: –Shall be provided in upper level and shall be made up of MS Pipe 25x25x1.2mm Thick, conforming IS-Grade 4932 with 2mm Thick CRCA connecting plate. All pipes welded to each other by MIG welding. End to end dimensions for the Supporting Arm is 985mm(L) x 263(H). FINAL ASSEMBLY: Headboard, Tailboard, Ladder, Support Arm and bed stagings shall be assembled as per indicative diagram. Each bed stagging shall be connected by 4 Nos of connecting Brackets & M8x16 Allen Bolt. The bed stage shall be 10-12 mm below side frame to provide proper fixity to mattress. End to end dimensions for the bed is 1850 (L) x 870(W)x 1735 mm(H). The height of Level 1 bed stagging is 450 mm from the ground and middle frame of level 2 is at 1450 mm from ground. Finish- All metal components are given anti-rust surface treatment and are finished with epoxy polyester powder coated DFT 50-60 Micron confirming to IS 13871:1993. Note- (The overall sizes of bed shall be kept 1850mm x 875mm (to fit a mattress of size 1775 mm x 800mm). The mattress shall be procured separately.)

Supplying and installing at site knock down type Metal Table having unit dimesnsion 600mm (W) x 750mm (H) for one student. Table may be 01 to 04 seaters depending upon the requirement and availbility of space as per approved furniture layout. Work Top Shall be made up of 25mm thick Prelam (OSL) particle board confirming to IS 12823: 1990 with post formed edge moulding on one side and 2mm thick Machine pressed PVC edge banding glued with industrial adhesive and monolithically diffused with board on other three sides. Supporting Strucure of table top consits of C type vertical Legs of ERW tube 40 x 40 x x 1.6 mm.The vertical legs are connected with 2 cross horizontal members of size ERW Tube of 40x40x 1.6 mm provided at top. The table shall have provisions of foot rest made up of 25mm x 25mm x 1.2mm ERW pipe fitted in between two vertical legs which also act as bracing member. All ERW pipes shall confirm to IS grade IS 4923 and shall be finised with epoxy polyster powder coated DFT 50-60 Micron Confirming IS 13871:1993. Drawer Unit: SPECIFICATIONS :- All metal component including shutter and Shelf shall be made of 0.8mm thick CRCA confirm to IS grade IS 4923 and shall be powder coated with epoxy powder coating of 50 micron DFT Confirming IS 13871:1993.

Supplying and installation of chair with MOULDED PLY SHELL: The seat & back is made up of moulded ply in Veneer or Laminate finish in single piece of shell size - 420 mm (W) X 410 mm (D) X 440 (H) X Thickness 12 mm. UNDER STRUCTURE: The Understructure is made up of dia. 25.4 ±0.3mm. x 1.6mm thick M.S. E.R.W. tube supporting frame in C-shape and welded to 250mm x 250mm x 2mm thick MS plate welded at seat level to support seat with necesary fixing arrangement . The framework shall be epoxy coated having DFT 50-60 Micron. The leg at bottiom shall be fitted to rubber bush.

Supplying and installing in position ‘Green' writing grade melamine writing surface (chalk sheet) conforming to IS:2046/1997, with 100% clean and 100% scratch-free surface. Frame- Satin-finish alloy aluminium (6063-T6) frame and precision engineered paper honeycomb core to make the board 100% warp-free and 100% flat. Can be mounted in landscape as well as portrait orientation on a wall with the help of built-in wall hanging clips Excellent erasibility with no ghost-marks, high scratch-resistance with easy- wipe properties, maximum readability with minimum glare and minimum chalk dust formation with clean & continuous lines of chalk. Works well with all standard chalk sticks Board Size: 2350 mm x1150mm ).

Knocked down glass top rectangular centre table with a single storage shelf of 8 mm tempered glass located in the bottom portion shape supported by a set of four legs. The table's top is made of 10 mm tempered glass, while the frame and legs are constructed from other wood materials. The understructure supporting the top, as well as the storage compartment, are also made of wood, and the shoes/buffers are made of nylon. The dimensions of the table are approximately 1000mmX650mmX430 mm. The legs measure 35mm x 35mm and the understructure support material has a thickness of 8 millimeters. The legs are connected at the adjacent sides with four buffers/shoes at the bottom of the legs. The table top has a walnut finish

Notice Inviting e-Tender (eNIT) No : B AND R / HO / NESTS / 51198 / EMRS / BHERNO – KAMDARA (PHASE-II) / NIT / CW / 01, DATED 01.01.2026

Name of the Bidder/ Bidding Firm / Company :

ABSTRACT OF COST (Kitchen Machinery)

SS STOCK POT RANGE 16Ga. S.S. 304 GR Top.with all side turned down 50mm & in 12mm, Top and body secured to 38mm x 38mm x 3mm welded M.S. frame work. Exterior 20 Ga. 304 FR S.S. cladding. 1 no. 400mm x 400mm Cast iron grate (Removable) 1 no. H.P. burner with pilot lamp. 1 no. 20 Ga. S.S. drip tray with Integral handle. Built in pressure Controller regulator. 38mm SQ pipe legs. With adjustable bullet feet. 100mm setback Body/legs for Gas pipe routing.

SS 2 BURNER INDIAN COOKING RNGE 16 SWG. S.S. 304 GR Top.with all side turned down 50mm & in 12mm, Top and body secured to 12/25mm x 75mm x 25/12mm # 1.6 mm Thick S.S. hat type welded Channel frame work. Exterior 20 SWG. 304 FR S.S. cladding. TWO (2) no. 400mm x 400mm Cast iron grate (Removable) TWO (2) no. H.P. burner with pilot lamp. TWO (2) no. 20 SWG. S.S. drip tray with Integral handle. Built in pressure Controller regulator. 38mm SQ pipe legs. With adjustable bullet feet. 100mm setback Body/legs for SWGs pipe routing.

SS SINGLE SINK UNIT 16 Ga. S.S. 304 GR Top. 150mm High Rear splash . Top secured to 12/25mm x 75mm x 25/12mm # 1.6 mm Thick S.S. hat type welded channel frame work. Top provide One (1) no. 450mm x 450mm x 250mm deep # 16 Ga. S.S. 304 GR sink, Sink Complete with 50mm dia lever handle operated waste outlet. (04) no. 38mm SQ S.S. legs. With adjustable feet. With three side cross brasing.

SS TILTTING TYPE BULK COOKER Inner Cell of bottom 4 mm & side wall 1.5 mm Stainless Steel 304 grade, Outer - made of 18 swg SS 304 grade, Lid - 18 swg SS 304 grade with Heavy Duty Spring loaded for Easy open & close with SS Handle, Panels - made of 20 swg SS 304 grade, Stand - SS Pipe 50mm x 50mm,16swg. Tilting arrangement - On wheel with Gear arrangement and Interlock Brake by Penium to prevent extra tilting during the Cooking period. For Water - One Swivel Type Sink Cock fitted with S S pipe Long Nipple to Connect Existing Water Point. 1 no. H.P. burner with pilot lamp.

SS TILTTING TYPE BOILING PAN Inner Cell of bottom 4 mm & side wall 3 mm Stainless Steel 304 grade, Outer - made of 18 swg SS 304 grade, Lid - 18 swg SS 304 grade with Heavy Duty Spring loaded for Easy open & close with SS Handle, Panels - made of 20 swg SS 304 grade, Stand - SS Pipe 50mm x 50mm,16swg. Tilting arrangement - On wheel with Gear arrangement and Interlock Brake by Penium to prevent extra tilting during the Cooking period. For Water - One Swivel Type Sink Cock fitted with S S pipe Long Nipple to Connect Existing Water Point. 3 no. “V” type H.P. burner with pilot lamp

SS SPICE TROLLY 16 Ga.304 S.S. top all side turned up 50mm , Four (4) no. 100mm dia uprights on Castors. Two (2) noFull width 18 Ga. S.S. 304 Bottom shelves.

SS WORK TABLE WITH 1 BS 16 Ga. 304 S.S. Top. All sides turned down 50mm & in 12mm. Top And body secured to 12/25mm x 100mm x 25/12mm S.S. hat type welded channel 18 Ga. S.S. 304 Bottom shelves. Four (04) no. 38mm sq S.S. legs. With adjustable bullet feet.

CHAPATI HOT PLATE Full 12 mm thick M.S. Plate with LHS puffer plate Exterior 20 Ga. S.S. 304 cladding. Built in pressure Controller regulator. 38mm SQ 16 Ga. S.S. pipe legs with adjustablebullet feet. Four (4) no. “V” type H.P. burner with pilot lamp. Smooth Plate.

SITC of SEMI AUTOMATIC CHAPATI MAKING MACHINE Comprising: Gas operated, with all gas fiitings, burners and necessary electric motor of rating 0.75 KW, 220V ISI mark all complete.

Supply and installation of CONVEYOR TYPE TOASTER Comprising: SS 20 GA body with necessary electrical motor and heating element of Power : 1.5 kw, 220V etc with timer controllar all complete ISI marks.

SS 4 DOOR VERTICAL CHILLER Exterior/Interior # 20 Ga. 304 S.S. cladding. Body secured to 12/25mm x 100mm x 25/12mm # 1.6 mm Thick S.S. welded channel frame work, without paint. Internal temp is 0 deg to + 4Deg Celsius. 18 GA. S.S. Four (4) Nos. half size Insulated self closing type S.S doors, complete with handle, gasket Emerson Compressor & Controls. .adjustable bullet feet 1 KW 220 V AC

DEEP FREEZER 50mm thick P.U. foam on all sides. 1 KW 220 V AC

DRY MASALA GRINDER Capacity : 5 kg. Power : 1/2 hp, 220V

PULVERISER Power : 2 hp, 220V

DOUGH KNEADER Capacity : 20 ltrs Power : 2 hp, 220V

SS 6 VESSEL HOT BAIN MARIE WITH 1/1 GN PAN WITH FRONT TRAY RAIL (16 Ga. S.S. 304 Top) Top and body secured S.S.welded frame work. 1No.225mm deep tank 16 Ga.304 S.S. Bain Marie complete with water outlet, 4.0 k.w. heating element, 6 no. GN 1/1 Pan, 150mm deep with lid. Front Pipe Trai Rail Full length 18 Ga. S.S. 304 Bottom shelves. Electrical panel complete with thermostat, on off switch & light indicator. 4 No. 38mm sq. S.S. legs with adjustable bullet feet...

SITC of SS 6 VESSEL HOT BAIN MARIE WITH 1/1 Gastro-Norm PAN WITH FRONT TRAY RAIL Comprising: 16 Ga. SS 304 Grade Top, 6 no. Gastro-Norm 1/1 Pan, 150mm deep with lid, Front Pipe Trai Rail, Full length 18 Ga. SS 304 grade Bottom shelve, with 4 No. 38mm sq. pipe 16 GA SS legs with adjustable bullet feet,all compelete.

SS PLATFROM TROLLY 16 Ga.304 S.S. top all side turned up 50mm , Four (4) no. 100mm dia uprights on Castors.

SS KITCHEN UTILITY TROLLY 16 Ga.304 S.S. top all side turned up 50mm , Four (4) no. 100mm dia uprights on Castors. Two (2) noFull width 18 Ga. S.S. 304 Bottom shelves.

SS POT RACK - 4 SHELF 38mm x 38mm x 16 304 Ga. S. S. squre pipe upright with adjustable bullet feet Four 20mm x 20mm x 16 Ga. S. S. squre pipe Ga. 304 S.S. Shelves. 4 no. S.S. shelves welded to S.S. square pipe uprights.

SS STORAGE RACK - 4 SHELF Shelve 3 sides TURNED up 40mm & front turned down 25mm & in 12mm. 38mm x 38mm x # 14 Ga. S. S. angle upright with adjustable bullet feet 18 Ga. 304 S.S. Shelves. Four no. S.S. shelves

PVC PALLET

POTATO PILLER Capacity : 20 kg. Power : 2 hp, 220V

KITCHEN VENTELATION SYSTEM

SS HOOD WITH SS FILTER 22 GA. Welded Body Construction. Removable 20 GA.S.S "V" section, measuring 510*510*50 mm thick, in full length w/bottom of filters set in continuous channel. To be suspended on ceiling with hanger rods.

SS HOOD WITH SS FILTER 304 GRADE 22 GA. Welded Body Construction. Removable 20 GA.S.S "V" section, measuring 510*510*50 mm thick, in full length w/bottom of filters set in continuous channel. To be suspended on ceiling with hanger rods.

Supply and installation of GI DUCTING FOR HOT AIR SUCTION Comprising: 22 GA. GI sheet ducting as per requiremt as site requirement all complete.

GI DUCTING FOR FRESH AIR INTAKE 22 SWG. GI ducting size as per CFM

KITCHEN LPG SYSTEM

10 X 2 = 20 CYLINDER LPG GAS MANIFOLD SYSTEM WITH ALL FITTINGS COMPLITE SET

Supply and installation of 1/2" DIA LPG PIPE LINE FROM MANIFOLD TO ALL LPG EQUIPMENTS WITH CONNECTION COMPLITE SET Comprising: 1/2" dia M.S. pipe line, 1 no pressure gauge with valve & Needle Control Valve, all connection - 1 no socket, 1no Needle Control Valve, 1no burnner pigtel clump, bend, socket, union set, painted with yellow paint etc including neccesary leakage testing all complete.

Total amount with GST12%

Transportation & Installaion etc 5%

TOTAL

Contractor profit

Cost with 18% GST

Total amount without GST 18%

Notice Inviting e-Tender (eNIT) No : B AND R / HO / NESTS / 51198 / EMRS / BHERNO – KAMDARA (PHASE-II) / NIT / CW / 01, DATED 01.01.2026

Name of the Bidder/ Bidding Firm / Company :

Remarks

CIVIL WORKS

Earth Work

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:

All kinds of soil

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 50m and for all lift as directed by Engineer-in-charge.

All kinds of soil

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 50m and lift upto 1.5m, as directed by Engineer-in-charge.

Ordinary Rock

Hard rock (blasting prohibited)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all ift, including getting out the excavated soil and disposal of surplus excavated soil as directed within al lead of 50m.

All kinds of soil.

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

Ordinary Rock

Hard rock (blasting prohibited)

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 upto 50m and for all lift.

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

All kinds of soil

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared.

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

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 :

1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources)

1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Derived from basic rates of DSR 2021

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:

1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form work for :

Foundations, footings, bases for columns

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

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

Derived from basic rates of DSR 2021

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

Reinforced Cement Concrete

Centering and shuttering including strutting, propping etc. and removal of form for :

Foundations, footings, bases of columns, etc. for mass concrete

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

Suspended floors, roofs, landings, balconies and access platform

Shelves (Cast in situ)

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

Columns, Pillars, Piers, Abutments, Posts and Struts

Stairs, (excluding landings) except spiral-staircases

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

Edges of slabs and breaks in floors and walls

Under 20 cms wide

Weather shade, Chajjas, corbels etc., including edges

Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

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.

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.

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 1.10 times 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

Concrete of M30 grade with minimum cement content of 350 kg /cum

All works above plinth level upto floor V level.

Concrete of M25 grade with minimum cement content of 330 kg /cum

Concrete of M30 grade with minimum cement content of 350 kg /cum

Derived from DSR 2021 basic rates

Add for using extra cement in the items of design mix over and above the specified cement content therein.

Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for expansion joints.

200 mm wide.

Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments.

The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall confirm to ASTM 6063).

Floor Joint of 100 mm gap

Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063.)

Wall Joint of 100 mm gap

Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments.

The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s preengineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063).

Roof Joint of 100 mm gap

6.1 (Modified)

Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :

Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 100 mm/ 125 mm thick with Grade-I 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.

Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 150mm to 300mm thick AAC with Grade-I 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 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).

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)

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

Stone Work

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :

Cement mortar 1:6 (1 cement : 6 coarse sand)

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.

Cement mortar 1:6 (1 cement : 6 coarse sand)

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 of any colour and shade

Area of slab upto 0.50 sqm

Area of slab over 0.50 sqm

Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.

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.

Wood Work & PVC Work

Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).

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

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).

Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).

Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets :

25 mm dia (heavy type)

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete

Fixed to steel windows by welding

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

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per IS: 1378)

a) 100 x 58 x 1.90 mm

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

Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete.

300 mm weighing not less than 200 gms

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.

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.

Twin rubber stopper

Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically & horizontally) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge.

Steel Work

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.

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

Using flats 30x6mm for diagonal braces and central cross piece

10.12 (Modified)

Providing and fixing T-iron frames for doors of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

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 welded type tubes

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

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

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

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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.

Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :

4.0 mm thick glass panes (weights not less than 10 kg/ sqm)

5.0 mm thick glass panes (weights not less than 12.50 kg/ sqm)

Flooring

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

40 mm thick with 20 mm nominal size stone aggregate

Providing and fixing glass strips in joints of terrazo/ cement concrete floors.

40 mm wide and 4 mm thick

Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Note : Qty. shall be executed in marble strips of width upto 50mm.

Agaria White

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.

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.

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

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

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

Size of Tile 600x600 mm

Providing and laying full body (Homogeneous) 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 @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.

Size of Tile 600x600 mm

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

Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.

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

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

Roofing

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

In 75x75 mm deep chase

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05 mm) 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.

Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05 mm) 0.50 mm 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 using self drilling/ self tapping screws complete :

Flashings/ Aprons.( Upto 600 mm)

Gutter (600 mm over all girth)

Finishing

12 mm cement plaster of mix

1:6 (1 cement: 6 coarse sand)

15 mm cement plaster on rough side of single or half brick wall of mix:

1:6 (1 cement: 6 coarse sand)

6 mm cement plaster of mix

1:3 (1 cement : 3 fine sand)

Neat cement punning

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)

Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.

White washing with lime to give an even shade :

New work (three or more coats)

Distempering wath 'lst quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete:

New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 qram/litre

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 @ 0.90 kg/10 sqm)

Applying priming coat:

With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)

With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.

On concrete work

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

Two or more coats on new work

Aluminium 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

Powder coated aluminium (minimum thickness of powder coating 50 micron)

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

Powder coated aluminium (minimum thickness of powder coating 50 micron)

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)

With float glass panes of 8 mm thickness (weight not less than 20 kg/ sqm)

Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.

With stainless steel cover plate minimum 1.25 mm thickness

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.

Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-incharge

Powder coated minimum thickness 50 micron aluminium

Water Proofing

Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:

(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.

(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.

(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.

(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).

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

Serrated with central bulb (225 mm wide, 8-11 mm thick)

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 Engineerin-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 Engineerin-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.

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

For horizontal surface one coat @1.10 kg per sqm.

Road Work

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

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete

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.

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.

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 Engineerin-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm 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)

Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

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

Providing and 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, PVC coated to achieve outer dia not less than 5 mm in required colour and shade

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).

Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.

Supplying and stacking at site.

63 mm to 45 mm size stone aggregate

53 mm to 22.4 mm size stone aggregate

Stone screening 11.2 mm nominal size (Type B)

Good earth

Moorum

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .

Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling.

With road roller/ hand roller

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 mm and lift upto 1.5 m.

All kind of soil

Non-Schedule Items - Civil

PLUMBING WORKS

Sanitary Installation (As per D.S.R.)

Providing & fixing stone slab table rubbed, edges rounded and polished of size 75 X 50 cm deep and 1.8 cm thick fixed in urinal patitions by cutting a chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size) as per Engineer-in-charge and finished smooth

Granite Stone of approved shade

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with CI brackets and stainless steel waste with plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required.

Kitchen Sink without drain board

610X460 mm bowl depth 200mm.

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :

W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing PTMT Bottle Trap for Wash basin and sink.

Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms.

Providing & fixing PTMT towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distance of 37 mm from wall face with concealed fittings arrangement of approved quality and colour weighing not less than 88 gms

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:

White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap

Providing & fixing PVC waste pipe for sink including PVC waste fitting Complete

Flexible Pipe

32mm Dia

Providing and fixing toilet paper holder :

C.P. brass

Providing and fixing uplasticised PVC connection pipe with brass unions

45 cm length

15 mm nominal bore

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:

White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests

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.

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.

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.

600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :

15mm nominal bore

Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.

15mm nominal bore

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.

15 mm nominal bore

Providing and fixing C.P. brass angle valve for basin mixer and points of approved quality conforming to IS:8931

15 mm nominal bore

Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms

Sanitary Installations work (Non-Scheduled Items)

15 mm nominal bore

Internal Drainage Installations (As per D.S.R.)

Providing and fixing PTMT grating of approved quality and colour

Circular type

125 mm nominal dia with 25mm waste hole.

Providing & fixing on wall face unplasticised -Rigid PVC rain water pipes conforming to IS:13592 Type A included jointing with seal ring conforning to IS:5382 leaving 10 mm gap for thermal expansion. (i)Single socketed pipes.

110 mm diameter

Coupler -110 mm diameter

Bend -87.5 deg -110 mm diameter

Shoe -110mm shoe

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

a) Single socketed pipes, 110 mm diameter (wall thickness - 3.2 to 3.8 mm)

a) 110 mm inlet & 110 mm outlet

a) 50 mm OD

a) 110 mm dia

Water Supply Installations (As per D.S.R.)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of engineer in charge.

Internal work -Exposed on Wall

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 of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the wall etc.

15 mm nominal dia pipes

20 mm nominal dia pipes

25 mm nominal dia pipes

32 mm nominal dia pipes

Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. (internal work) (shall be executed for delivery/inlet pipe to overhead tank)

25 mm dia, nominal bore

32 mm dia, nominal bore

40 mm dia, nominal bore

50 mm dia, nominal bore

Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :

25 mm diameter pipe

32 mm diameter pipe

40 mm diameter pipe

50 mm diameter pipe

Providing and fixing gun metal gate valve with CI wheel of approved quality (screwed ends)

25mm dia, nominal bore

32 mm dia, nominal bore

40 mm dia, nominal bore

Providing and fixing gun metal non- return valve of approved quality (screwed end)

40 nominal bore

Horizontal

50 nominal bore

Horizontal

80 nominal bore

Horizontal

Providing and fixing brass stop cock of approved quality

15mm nominal bore

20mm nominal bore

ELECT. DSR 2022 / 16.11

BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber Seal & O- Ring PN 16 pressure rating for chilled water/hot eater circulation as specified

100 nominal bore

80 nominal bore

65 nominal bore

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete

25 mm nominal bore

Water Supply Internal Work (Non Scheduled Items)

a) 15 mm dia nominal bore

b) 20 mm dia nominal bore

c) 25 mm dia nominal bore

EXTERNAL SEWERAGE SYSTEM

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, by mechanical/manual means ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :

All kinds of soils

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

150 mm diameter

250 mm diameter

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :

150 mm dia S.W pipe

250 mm dia S.W pipe

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :

150 mm diameter S.W. pipe

250 mm diameter S.W. pipe

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 (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominalsize), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement andmaking channels in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) finished witha 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 common burnt clay F.P.S. (non modular) bricks of class designation 7.5

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 common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel 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, all complete as per standard design :

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra for depth for manhole with F.P.S. bricks

Size 90 X 80 cm

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Size 120 X 90 cm

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design :

1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

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.

Providing and fixing square-mouth S.W. gully trap class SP-1complete 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 2.70kg as per standard design:

180x150 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement cincrete 1:2:4 mix (1cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar 1:3 (1cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete for pipes 100 to 230mm dia.

For pipes 100 to 250 mm diameter

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

Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.

External Storm Water Drainage System

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m:

All kinds of soil

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

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

Ordinary rock

Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :

150 mm diameter S.W. pipe/RCC pipes

250 mm diameter S.W. pipe/RCC pipes

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :

150 mm diameter S.W. pipe /RCC pipes

250 mm diameter S.W. pipe/RCC pipes

Providing and laying non-pressure NP2 class (light duty) RCC 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 storm drainage)

150 mm dia RCC pipe

300 mm dia RCC pipe

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

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality

Circular shape 560 mm internal diameter

Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete.

Providing & fixing on wall face unplasticised -Rigid PVC rain water pipes conforming to IS:13592 Tyape A included jointing with seal ring conforning to IS:5382 leaving 10 mm gap for thermal expansion. (i)Single socketed pipes.

110 mm diameter

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800(Part I ), including collecting sample 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 90m depth below ground level.

All types of Soil

300 mm dia

Rocky strata including Boulders

300 mm dia

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC. medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.

150mm nominal size dia

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 required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.

150 mm nominal size dia

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

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

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

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.

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I).

100 mm dia

Derived from DSR 2021

a) 25 cm drain 30 cm average depth, With F.P.S. bricks

Derived from DSR 2021

EXTERNAL WATER SUPPLY SYSTEM AND PUMPS

DISTRIBUTION NETWORK FOR FRESH WATER SUPPLY

Providing and fixing G.I. pipes complete with G.I. fittings including ,trenching and refilling etc.

external works

25mm nominal bore

32mm nominal bore

40mm nominal bore

50mm nominal bore

65mm nominal bore

80mm nominal bore

Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality

25 mm dia, nominal bore

32 mm dia, nominal bore

40 mm dia, nominal bore

50 mm dia, nominal bore

65 mm dia, nominal bore

80mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

external works

25mm nominal bore

32 mm dia, nominal bore

40 mm dia, nominal bore

50mm nominal bore

65mm nominal bore

80mm nominal bore

Providing and filling sand of grading zone V or coarser grade all-round the G.I. pipes in external work.

25mm dia pipe

32mm dia pipe

40mm dia pipe

50mm dia pipe

65mm dia pipe

80mm dia pipe

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :

50 mm dia

80 mm dia

Constructing masonry chamber 30x30x50 cm,inside with 75 class designation brick work in cement mortar 1:4 (1 cement:4 coarce sand) for stop cock complete with C.I. surface box 100x100x75mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 corase sand: 4 graded stonr aggregate 20mm nominal size) necessary excavation foundation concret 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortor 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design.

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 plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm 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 20 mm 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 plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 18.34.1 With common burnt clay F.

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :

50 to 80 mm nominal bore

ELECT. DSR 2022/ 16.11.1

65 nominal bore

80 nominal bore

ELECT. DSR 2022 / 16.11.2

150 nominal bore

100 nominal bore

80 nominal bore

ELECT. DSR 2022 / 14.13

100 mm dia, NB

150 mm dia, NB

Bore Well Installations (As per D.S.R)

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

Rocky strata including Boulders

300 mm dia

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

Rocky strata including Boulders

300 mm dia

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.

200mm nominal dia

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.

200 mm nominal size dia

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

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

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:

200 mm nominal size dia

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.

200 mm clamp

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).

200 mm dia

Notice Inviting e-Tender (eNIT) No : B AND R / HO / NESTS / 51198 / EMRS / BHERNO – KAMDARA (PHASE-II) / NIT / CW / 01, DATED 01.01.2026

Name of the Bidder/ Bidding Firm / Company :

Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, 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 :

25 mm dia.

65 mm dia.

80 mm dia.

18.17 (Civil)

25 mm dia.

FIRE HYDRANT ACCESSORIES

FIRE EXTINGUISHERS & MISC. ITEMS

ELECTRICAL WORKS (Internal)

Internal Wiring

Point wiring in PVC conduit, with modular type switch :-

Group A

Group B

Group A

Group B

Power plug wiring in PVC conduit

Circuit / Sub main wiring in PVC conduit :-

2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire.

2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire

2 x 10 sq.mm. + 1 x 6 sq.mm. Earth wire

4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire

S/F light plug point Modular Type Accessories :-

S/F power plug point modular Type Accessories :-

Distribution Boards & MCB'S

Single pole

Triple pole and neutral

4 Way (4 + 12), Double Door

6 Way (4 + 18), Double Door

8 Way (4 + 24), Double Door

4 way (4 + 12), Double door

6 Way Double door.

8 Way Double door.

12 Way Double door.

16 Way Double door.

S/F DP Isolator

S/F 4P Isolator

S/F DP (RCCB)

S/F FP (RCCB)

Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/ recess, complete with testing and commissioning etc. as required.

For 6 way, Double door SPN MCBDB

For 8 way, Double door SPN MCBDB

For 14 way, Double door SPN MCBDB

Supplying and fixing Cable End Box (Loose Wire Box) suitable for following tripole pole and neutral, sheet steel, MCB distribution board, 415 Volts, on surface/ recess, complete with testing and commissioning etc. as required.

For 4 way, Double door TPN MCBDB

For 6 way, Double door TPN MCBDB

For 8 way, Double door TPN MCBDB

Supplying and fixing DP sheet steel enclosure on surface/recess along with 25/32 A 240V "C" Curve DP MCBcomplete with connections, testing and commissioning etc. as required. ( For Qtrs Emergency Supply)

63 amps FP MCB

Telephone, Television & Data System (Socket,Wiring & Conduting Only)

S/F Modular Boxes, Base & Cover Plate :-

1 or 2 Module (75 mm x 75 mm)

S/F Modular Type Switch / Socket :-

Telephone Socket outlet.

TV Antenna socket outlet.

1 run of cable

Internal Lighting Fixtures & Fans

SUPPLY FANS & EXHAUST FANS

(a) 1200 mm Sweep

(a) 200 mm sweep 900 RPM ( in plastic body)

(b) 300 mm sweep 900 RPM ( In metal body)

(c) 450 mm sweep 900 RPM ( In metal body)

Erection Of Lighting Fixtures And Fans

Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as Required.

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.

Installation of Exhaust fan in the existing opening, including making good the damage, Connection, Testing, Commissioning etc. as Required.

Upto 450 mm sweep

S/F modular type electronic fan regulator:

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.

Fixing Louvers / Shutters for Exhaust Fan:

Extra for Fixing the Louvers/ Shutters Complete with Frame for a Exhaust Fan of all sizes.

Extra Down GI Pipe 15mm Dia:

Supplying and Fixing Extra Down Rod of 10 cm Length G.I. pipe, 15 mm dia, heavy gauge including painting etc. as required. (Note : More than 5 cm length shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored).

ELECTRICAL WORKS (External)

PANELS

Supply , installation, testing, Design, manufacture, supply inspection, handling, assembling, affecting proper connections, testing and commissioning of 1.6/2mm CRCA sheet steel fabricated cubical type Main L.T. Panel floor mounting Extensible Type, dust & vermin proof, front operated construction, enclosure class - IP 42, As per IEC 60439 after proper treatment with 9 tank process with top/bottom removable gland plates, as required, double compression type cable glands, earth bus, hinged and lockable doors to achieve dust and vermin proof complete with all inter connections small wiring by min. 1.5-2.5 sq. mm. FR copper wires, ckt labels etc. The panel feeders shall be suitable for terminating suitable nos. 3.5 / 4 core armoured aluminium cable as required.

INCOMING:

1 nos. 50 A 415V, 4P MCCB of 25kA with thermal magnetic release, overload, short circuit and Earth fault protection.

1 no. Digital type Multifunction Meters to show (V, A, kWh, KVAh, KW, KVA, KVAR, PF, Hz.) with cast resin CTs.

1 Set of phase indicating lamps with MCB protection.

OUTGOING

9 nos. 20 A 4P MCB

4 nos. 32 A , 4P MCB

2 nos. 40 A , DP MCB

2 nos. 20 A 415V, 4P MCB of 10kA with 40A 4P Contactor & timer switch .

Design, manufacture, supply, installation, testing and commissioning of cubicle type panel fabricated out of CRCA sheet steel , floor mounted totally enclosed switchbaord suitable for use of 415 volts , 3 phase, 50 HZ complete with aluminium bus bar and all accessories including supply and fixing of following incoming and outgoing switchgears, Panel Should Have Double Earthing Provision which connected to the nearest earth grid.

NOTE:- MCCB's wherever specified upto 250A shall be Thermal Magnetic & Above 250A will be Microprocessor based inbuilt protections.

INCOMER : 125 AMP FP MCCB

3 Nos. Phase Indication light (lamp) with MCBs protection.

Multi functional meters (VAF) with suitable CTS and protection MCBS 1 set.

BUS BAR : 160 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity electrolytic Aluminium bus bar of suitable length, insulated by heat shrinkable sleeves. The current density of bus bar shall be minimum 0.6 sq mm / amp.

The Maximum allowable temperature for the Bus bar to be restricted to 90 deg C. The temperature rise should be restricted to 45 deg C above ambient temperature.

OUT GOINGS :

14 No 63 AMP FP MCB

2 No 40 AMP DP MCB

2 No 63 AMP DP MCB

Design, manufacture, supply, installation, testing and commissioning of cubicle type panel fabricated out of CRCA sheet steel , floor mounted totally enclosed switchbaord suitable for use of 415 volts , 3 phase, 50 HZ complete with aluminium bus bar and all accessories including supply and fixing of following incoming and outgoing switchgears, Panel Should Have Double Earthing Provision which connected to the nearest earth grid.

NOTE:- MCCB's wherever specified upto 250A shall be Thermal Magnetic & Above 250A will be Microprocessor based inbuilt protections.

INCOMER : 125 AMP FP MCCB

3 Nos. Phase Indication light (lamp) with MCBs protection.

Multi functional meters (VAF) with suitable CTS and protection MCBS 1 set.

BUS BAR : 160 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity electrolytic Aluminium bus bar of suitable length, insulated by heat shrinkable sleeves. The current density of bus bar shall be minimum 0.6 sq mm / amp.

The Maximum allowable temperature for the Bus bar to be restricted to 90 deg C. The temperature rise should be restricted to 45 deg C above ambient temperature.

OUT GOINGS :

14 No 63 AMP FP MCB

2 No 40 AMP DP MCB

2 No 63 AMP DP MCB

TYPE -II ( G+2) STAFF QTRS. METER BOARD ( For 10 Qtrs.)

NOTE:- MCCB's wherever specified upto 250A shall be Thermal Magnetic & Above 250A will be Microprocessor based inbuilt protections.

INCOMER : 100AMP FP MCCB, 30 KA with Thermal Release Range (80-100) A with O/C, S/C protection

3 Nos. Phase Indication light (lamp) with MCBs protection. Multi functional meters (VAF) with suitable CTs and protection MCBS 1 set.

BUS BAR : 160 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity electrolytic extendable type Aluminium bus bar of suitable length, insulated by heat shrinkable sleeves. The current density of bus bar shall be minimum 0.6 sq mm / amp. The Maximum allowable temperature for the Bus bar to be restricted to 90 deg C. The temperature rise should be restricted to 45 deg C above ambient temperature.

OUT GOINGS :

12 Nos 40 AMP DP MCB (For each Qtr.DBs and Spare )

10 no. , 5-30 A digital single phase energy ( Kwh) meters of accuracy class 1.0, suitable for operation on 240 V, 50 Hz single phase AC supply with polycarbonate body and backlit LCD display capable of measuring and displaying KWh, V, I, KW, PF, maximum demand in KW with special features like Tamper logging etc.complete with all necessary wiring.

complete panel as above

TYPE-III (G+1) 8 nos. STAFF QTRS.METER BOARD

NOTE:- MCCB's wherever specified upto 250A shall be Thermal Magnetic & Above 250A will be Microprocessor based inbuilt protections.

INCOMER : 125 AMP FP MCCB, 30 KA with Thermal Release Range (100-125) A with O/C, S/C protection

3 Nos. Phase Indication light (lamp) with MCBs protection. Multi functional meters (VAF) with suitable CTs and protection MCBS 1 set.

BUS BAR : 200 AMP, 500 Volts, 3 phase 50 HZ 4P high conductivity electrolytic extendable type Aluminium bus bar of suitable length, insulated by heat shrinkable sleeves. The current density of bus bar shall be minimum 0.6 sq mm / amp. The Maximum allowable temperature for the Bus bar to be restricted to 90 deg C. The temperature rise should be restricted to 45 deg C above ambient temperature.

OUT GOINGS :

10 Nos 40 AMP DP MCB (For each Qtr.DBs and Spare )

8no. , 5-30 A digital single phase energy ( Kwh) meters of accuracy class 1.0, suitable for operation on 240 V, 50 Hz single phase AC supply with polycarbonate body and backlit LCD display capable of measuring and displaying KWh, V, I, KW, PF, maximum demand in KW with special features like Tamper logging etc.complete with all necessary wiring.

complete panel as above

Design, manufacture, supply, installation, testing and commissioning ofwall mounted powder coated cubicle type, totally enclosed dust and vermin proof meter board fabricated out of 2mm CRCA sheet suitable for use of 230 volts , 1 phase, 50 HZ complete with bus bars, MV danger notice plate, ISI marked Electronic kWh meter, indication lamps, Interconnection with glass inspection window, connection of incoming and outgoing cables with thimbles, with all accessories including supply and fixing of following incoming and outgoing switchgears complete earthing etc. as required.

INCOMER : 63 AMP DP MCB with 2 nos. LED Indication Lights

OUT GOINGS :

1 No 40 AMP DP MCB (For each Qtr.DBs and Spare )

1 no. , 5-30 A digital single phase energy ( Kwh) meters of accuracy class 1.0, suitable for operation on 240 V, 50 Hz single phase AC supply with polycarbonate body and backlit LCD display capable of measuring and displaying KWh, V, I, KW, PF, maximum demand in KW with special features like Tamper logging etc.complete with all necessary wiring.

complete panel as above

Design, Manufacture, Supply, Installation, Testing and Commissioning of Panel Fabricated out of 16 SWG CRCA sheet steel, IP 54, wall / floor mounting type with rain canopy The sheet steel shall undergo minimum 7 tank treatment followed by finishing powder coating of min 60 micron thickness. the board includes 415 /240 V electrolitic Aluminium Bus Bar, removable gland plates, cable glands, including connection with outgoing feeders complete in all respect, Panel Should Have Double Earthing Provision Which Connected to the Nearest Earth Grid.

INCOMER:

1 no. 100A, 25KA 4P MCCB with Thermal Magnetic based releases, ON indication, + 3 Nos 63A DP MCB For each Phase.with 3 Nos Astronomical Weekly programmable time switch (SST- 1min) ON Phase for automaitc switching of landscape light fixtures at sun set and sun rise or twilight (auto on/ auto off and auto mode) with manual override faiclity with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site.

BUS BAR

TPN Aluminium bus bar with heat Shrink Sleeve rated for 125A.

OUTGOING

18 nos 16A DP MCB (For Compound Group Light + Spare)

4 Nos 16KA 40A FP MCCB (Spare)

1 nos 40A FP MCCB (BORE WELL STAND BY)

Other items such as

1 Set of control wiring

1 Set of designation plates

All Items complete as above

LT Cable And Accessories

Supply Of L.T. Cable:

Supplying of Following Sizes of 1.1 kV Grade Multicore Aluminium Conductor XLPE Power Cable Insulated armoured cable conforming to IS:7098 (Part - I) or as per Relevant IS Code complete with all Amendments etc and should be NABL certified as required.

Above 4.5 metre and upto 6.5 metre

32 mm dia

External Lighting System

( B )The following certificates/documents are mandatory at the time of supply and after execution as and where applicable :- 1. EN50530 – MPPT Efficiency 2. IEC61547 3. IEC61000-3-2 – EMC 4. IEC 60598 – Part 1 – General requirement 5. IEC 62109 6. LM 79 REPORT 7. IK 08 8. IP 65 The Executant must submit the TDS, LM 79 report , IK 08 & IP 65 report of third party NABL lab , LM80 report of chip manufacturer in the department for obtaining the approval from the authority prior to start of work/ procurement of Solar street lights. Reports of inhouse lighting company Lab having NABL accrediation will not be acceptable. Test reports like EN50530 – MPPT Efficiency , IEC61547 ,IEC61000-3-2 – EMC , IEC 60598 – Part 1 – General requirement , IEC 62109 obtained from Third party NABL Lab/ TUV/UL/MNRE Lab's test report are required to be submitted by the executant along with manufacturer's warranty certificate in the name of concerned department for providing 5 years complete system warranty & providing immediate after sales service within the warranty period against manufacturing defects, LM 79 report,IP 65 report , IK 08 report against the supply of Hybrid AIO Solar lights for it's acceptance by the department

2x6 sqmm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of size up to 35 sq. mm

( a ) direct in ground including excavation and refilling the trench etc. as required, but excluding sand cushioning and protective covering.

( b ) On Surface

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing RCC/ HUME/ METAL pipe as required.

Upto 35 sq. mm

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.

63 mm dia (OD-63 mm & ID-51 mm nominal)

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.

Pumps (Non Scheduled Items)

Flow Rate : 350 to 400 LPM

min. Head : 60 M

Min. Motor HP : 7.5 H.P.

(a) 3 x 2.5 sqmm

Flow Rate : 4.5 to 5.0 LPS

Min. Head : 50 M

Min. Motor HP : 7.5 H.P. (Each)

CCTV SYSTEM

1 run of cable

LIGHTNING CONDUCTOR

D.G.Set and associated works

Providing, Installing, Testing and Commissioning of ‘Silent Type’ Diesel Generating set alongwith having Prime Power Rating of 25 KVA, 415 volts at 1500 RPM, 0.8 lagging power factor at 415 V suitable for 50 Hz, 3 phase system & for 0.85 Load Factor and consisting of the followings

Diesel engine 4 stroke water cooled, electric start, of suitable BHP at 1500 RPM suitable for above output of alternator at 40 Degree C, 50% RH & at 1000 Meter MSL and conforming to BS 5514, BS 649, IS 10000, capable of taking 10% over loading for one hour after 12 hours of continuous operation. The engine will be fitted complete with all the required accessories.

(i) Start-stop switch with key

(ii) Water temperature indication

(iii) Lubrication oil pressure indication

(iv) Lubrication oil temperature indication

(v) Battery charging indication

(vi) RPM indication

(vii) Over speed indication

(viii) Low lub. Oil trip indication

(ix) Engine Hours indication

Synchronous alternator rated at 25 KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8 lagging power factor at 40 Degree C, 50% RH & at 1000 Meter MSL. The alternator shall be having SPDP enclosure, brushless, continuous duty, self-excited and self-regulated through AVR conforming to IS: 4722/BS 2613 suitable for tropical conditions and with class- F/H insulation

Both the engine and alternator shall be mounted on suitable base frame made of MS channel with necessary reinforcement which shall be installed on suitable cement concrete foundation and vibration isolation arrangement as per recommendations of manufacturer.

Daily service fuel tank of minimum 60 liters capacity fabricated out of 3 mm thick M.S. sheet complete with all standard accessories and fuel piping between fuel tank and diesel engine with MS class ‘C’ pipes of suitable dia. Complete with valves, level indications & accessories as required as per specifications OR as per recommendations of manufacturer.

Dry exhaust mainfold with hospital exhaust silencer and catalytic convertor.

12V/24V DC starting system comprising of starter motors: voltage regulator and arrangement for initial excitation complete with suitable nos. of batteries (25 plates, 180 Amp. Hour capacity lead acid type) as required as per specifications.OR as per recommendations of manufacturer.

Engine & Alternator stands warranty for minimum period of 24 months or 5000 hours of operation whichever earlier

Fabricating, Installing, Testing & Commissioning of automatic mains failure control including auto by-pass panel, suitable for 25 KVA silent type DG set complete with relays, timers, set of CTs for metering & protection and energy analyser to indicate currents, phase and line voltages, frequency, power factor, KWH, KVARH & provision for overload, short circuit, restricted earth fault, under frequency, control cabling from AMF panel to diesel engine and elsewhere if required, all complete and inter locking including the following:

(ii) 2 Nos. 63 A, 415V 4P Contactor

(i) High water temperature

(ii) Low lubricating oil pressure

(iii) Engine over speed

(iv) Engine fails to start

(v) Full load/maximum load warning

Notice Inviting e-Tender (eNIT) No : B AND R / HO / NESTS / 51198 / EMRS / BHERNO – KAMDARA (PHASE-II) / NIT / CW / 01, DATED 01.01.2026

Name of the Bidder/ Bidding Firm / Company :

Item No

Supply and iunstallation of Knock down type class room Dual Desk specially designed for rugged use. The dual desk shall be made of ERW M.S. tubular section fitted with pre-laminated particle board top, seat & back with 2mm thick machine pressed PVC egde banding glued with industrial adhesive and diffused with board monolithically alongwith MS hook/hanger for water bottle and bag. All the exposed corners shall be rounded with a fillet/corner radius upto 50mm. The overall appearance of the finished product shall be strictly as per sample photographs attatched: DUAL DESK TOP –18 mm Both Side Laminated (BSL) PreLam Partical Board 400 mm wide BENCH/SEAT TOP – 18 mm BSL PreLam Partical Board 330 mm wide FRONT SHELF – 18 mm BSL PreLam Partical Board 300 mm (Wide). BENCH BACK – 18 mm BSL PreLam Partical Board 250 mm (W). Modesty Panel – 18 mm BSL PreLam Partical Board 300 mm (W). Supporting Understrucure- Left Hand and Right Hand frame consisting of vertical, horizontal and Cross Member made up of 25 mm outer dia x 1.2 mm (wall thickness) ERW tube confirming to IS Grade 4923:1997 and shall be finised with epoxy polyster powder coated finish with DFT 50-60 Micron confirming IS 13871:1993. The support system of Bench and Shelf shall also made up of made up of 25 mm (outer dia) x 1.2 mm outer dia ERW tube confirming to IS Grade 4923:2019 and shall be finised with epoxy polyster powder coated DFT 50-60 Micron confirming IS 13871:1993. Resting support plate made of Table top , provided on the top of vertical members shall be made up of 3mm Thk CRCA Steel sheet Conforming IS: 513:2008. The legs shall be fitted with PVC Leveler. Construction is fully welded with MIG welding and assembled using M6 trilobular screws (As per DIN 7500) with Zn blue plating. Compact top, seat and back panels are assembled using M6 Countersunk Trilobular screws(as per DIN 7500) with Zn Black Plating (As per IS 1573:1986). The Dual Desk shall design shall ensure comfortability in entering, seating and standing during use.

Supplying and installation of site knock down type Office Table as per approved design and directrion of Engineer-in-charge. Work Top - Work top shall be made 25mm thick Pre-laminated MDF board with decorative lamination on one side and balancing lamination on other side confirming to IS 12406:2003 with post forming on front, back and machine pressed PVC egde banding 2mm thick glued with industrial adhesive and diffused with board monolithically on other two sides. Table top shall have 75mm overhung on front and 25mm overhung on sides. Understructure- C-type leg shall be made of tubular section of 50mm x 50mm x 1.6mm (wall thickness) thick vertical member and 40mm x40mm x1.6mm (wall thickness) Horizontal M.S. pipe confirming IS-Grade 4932 shall be finished with epoxy polyster powder coated DFT 50-60 Micron. The legs shall be fitted to the ground with M8 screw leveler with the height adjustment up to 15mm. The cross members shall be mounted by end brackets made of 3mm thick CRCA steel sheet confirming IS 513: 2008 and finished with epoxy polyster powder coated DFT 50-60 Micron confirming IS 13871:1993. Wire management - Electrical wires shall be carried from horizintal/ vertical duct made of 0.7mm CRCA steel sheet confirming to IS 513:2008. The switch plate or grommet depending upon requirement shall also be provided for electrical/LAN connection on table top. Modesty Panel -Modesty Panel of height 450mm shall be made of 1.5mm thick CRCA sheet sheet confirming to IS 513: 2008 and shall be finised with epoxy polyster powder coated DFT 50-60micron. Storage body- Storage top shall also be made of 25mm thick Pre-lam MDF board confirming to IS 12406:2003 with post forming on two sides and machine pressed PVC egde banding 2 mm thick glued with industrial adhesive and diffused with board monolithically on other two sides. The body of storage units shall be made of 0.8mm thick CRCA steel Sheet and skirting shall be of 1.2mm thick CRCA steel sheet confirming to IS 513: 2008 finished with epoxy powder coated of DFT 50-60 Micron confirming IS 13871:1993. Internal Shelves shall be also made up of 0.8mm CRCA steel sheet confirming to IS 513: 2008 and shall be mounted with the Metal shelf support pin made of 2mm thick CRCA Steel sheet with Nickel or Chrome plating. M10 screw leveler is given with height adjustment up to 12mm to 15mm.

Supplying and installation of knock down type Office Table made of Pre-laminated MDF board with decorative lamination on one side and balancing lamination on other side top of size 1199 X 590 X 735 mm. Worktop shall be rounded in all four corners and should have an overhung of 50mm alongwith one drawer unit made of 0.5mm thick CRCA Steel sheet. The table top shall be supported over legs consists of MS ERW round tube of 25mm dia x 1.2mm (wall thickness) and Cross Horizontal Members including Leg rest of 25mm dia x 1.2mm (wall thickness) M.S. ERW tube. All steel components be shall be finised with epoxy polyster powder coated DFT 50-60micron.

Supplying and installation of knock down type 12 Seater Meeting Table of of overall size 3600 x 1350 (maximum) x 750 mm (Knock down type). Table Top shall be made of 25mm thick Pre-laminated Partical Board with decorative lamination on one side and balancing lamination on other side whereas the Gable Ends shall be of 25mm thick Pre-laminated Partical Board with decorative lamination on both side alongwith 2mm thick machine pressed PVC edge banding glued with industrial adhesive and monolithically diffused. Supporting Understructure consists of 2 Metal C Legs on either ends of table support frame made of 50mm x 50mm x 1.6 mm (wall thickness) MS ERW tube and One number Wire Carrier leg at middle of 50mm x 50mm x1.6mm (wall thickness), 4 numbers Horizontal connector of 40mm X 40mm X 1.6mm thick MS Pipe between supporting vertical legs. All The MS Pipes and Sheet shall be finished with epoxy powdercoated of DFT 50-60micron. The 'C' typed metal legs shall be kept 150mm inside from outer edge of table top. WIRE MANAGEMENT - The Vertical (stake) & Horizontal (cable tray) wire carriers are placed below worktop, made up of CRCA steel sheet with epoxy powder Coating & Fixed to the understructure with specially designed brackets, including provision of placing switch plates/grommet in the cable tray .

Supplyand installation of Library Table in sizes of 2400mm (L) x 900mm (W) x 750mm (H) consisting of follwing specification:- Work Top - Work top shall be made of 25mm thick Pre-laminated Partical Board with decorative lamination on one side and balancing lamination on other side confirming to IS 12823: 1990, alongwith 2 mm thick Machine pressed PVC edge banding glued with industrial adhesive and monolithically diffused with board on exposed edges. Understructure Supporting frame shall consists of Three Metal C-Legs (two at either ends and one in middle of table) and joined by two numbers Horizontal connector made of tubular section 40mm x 40mm x 1.6mm (wall thickness) confirming to IS 4923:1997. The table shall have provisions of foot rest made up of 25mm x 25mm x 1.2mm ERW pipe fitted in between two vertical legs and also acts as bracing membeThe entire metal frame shall be finised with epoxy polyster powder coated DFT 50-60 Micron. C-typed metal legs shall be kept 150 mm inside from from end of table. Legs shall be fitted to the ground with M8 screw leveler with the height adjustment up to 12mm to 15mm.

Supplying and installation of knock down type Dual Computer Work Station of unit Size 1500mm (L) x 600m (W) x 750mm (H) for two students Work Top- Work top shall be made 25mm thick Prelam particle board with decorative lamination on one side and balancing lamination on other side confirming to IS 12823: 1990 with 2mm thick Machine pressed PVC edge banding glued with industrial adhesive and monolithically diffused with board on all sides. Understructure supporting frame consist of 2 Metal C Legs on either ends of table support frame made of 50mm x 50mm x 1.6 mm (wall thickness) MS ERW tube and One number Wire Carrier leg at middle of 50mm x 50mm x1.6mm (wall thickness), 4 numbers Horizontal connector of 40mm X 40mm X 1.6mm thick MS Pipe between supporting vertical legs. The MS Pipes shall be finished with epoxy powdercoated with DFT of 50-60 Micron confirming to IS 13871:1993. The legs shall be fitted to the ground with M8 screw leveler with the height adjustment up to 15mm. Wire management-The Vertical /Electrical duct & Horizontal Cable tray ( wire carriers) are made of CRCA steel sheet & fixed to the understructure below worktop with specially designed brackets. Provision for fixing Switch plates are privided in the cable tray for easy access through wire mangaer or PVC grommet. Screens / privacy panel: - Screen height will be 300mm above work-top made of prelam particle board/White Board alternatively as approved by Engineer-in-Charge. In addition privacy panel of 300 mm height, on work top, shall be provided between two workstation.

Supply and installation of Library Open book Shelf (Single Side) of Sizes 1800mm (H) x 900mm (W) x 316mm (D) body and shelves shall be made up of 0.8mm thick CRCA steel Sheet and skirting of 1.2mm thick CRCA steel sheet confirming to IS 513: 2008 and fixed with CRCA steel sheet brackets of approved design finished with epoxy powder coated finish (DFT minimum 50-60 micron). Number of adjustable shelf shall be five with six loading levels . Load bearing capacity of the shelf shall be 30Kgs UDL. The construction shall be aesthetically appealing completely welded. M10 screw leveler with height adjustment up to 15mm shall be provided at bottom end of legs.

Supply and installation of Glass-door Storage of Size 916 mm (W) x 486mm (D) x 1980mm (H). It should have shelf thickness of 0.7mm, Back thickness of 0.8mm, Door thickness of 0.8mm (high yield strength) with clear glass of 3.0mm thick and all other components shall have a thickness of 0.9mm. These components shall be made of CRCA steel sheet ‘D’ grade high yield strength as per IS 513:2008 The glass door storwel shall have a SS handle and a Two-way locking mechanism with shooting bolt. It should have a height-wise adjustable shelf mounting which shall have a Uniformly Distributed Load Capacity of max 40 Kg. It should also have a M10 Screw type Leveller with Hex plastic base.All metal components would be epoxy polyster powder coated DFT 50-60 Micron confirimg to IS 13871:1993

Supply and installation of Metal Almirah of Size 916mm (W) x 486mm (D) x 1980mm (H). It should have the shelf thickness of 0.7 mm, Back thickness of 0.8mm, Door thickness of 0.8mm (high yield strength) and all other components shall have a thickness of 0.9mm. These components shall be made of CRCA steel sheet ‘D’ grade high yield strength as per IS:513. The Storwel Plain should have a suitable handle and Three-way locking mechanism with Shooting Bolts. It should have a height wise adjustable shelf mounting which shall have a Uniformly Distributed Load Capacity of max 40 Kg. It shall have 4 no.s full shelves. A4 size box file(85 W x 285 D x 345 H mm) can be stored vertically on three shelves and the clear space above fourth shelf is 240mm. It should also have a M10 Screw type Leveller with Hex plastic base. All metal components would be powder coated with epoxy powder coating of 50-60 micron DFT Confirming IS 13871:1993

Supply and installation of 5- Seater sofa consisting of one number 3-Seater Sofa of overall size (1950mm x 785mm x 750mm ) and one number 2-Seater Sofa (1550mm (W) x 785mm (D) X 750mm (H), under-structure is made up of Natural Hard wood battens and 12mm THK COMMERCIAL PLYWOOD. High density foam shall be used for seat and back. The seat is made up of PU foam with density 32±2 Kg/m3 having an additional top layer of PU foam with density 28±2 Kg/m3, upholstered with leatherette. The back is made up of PU foam with density 28+/-2 Kg/m3 with additional top layer of PU foam with density 23+/-2 Kg/m3, upholstered with leatherete. LEATHERITE -ABRASION RESISTANCE in excess of 80,000 cycles, 600 to 650 GSM. Legs shall be made Mild Steel (MS) powder coated with minimum 50-60 micron DFT confriming IS 13871:1993

Supply and installation of 4-seater sofa consisting of two number 2-Seater Sofa (1550mm (W) x 785mm (D) X 750mm (H), understructure is made up of Natural Hard wood battens and 12mm THK COMMERCIAL PLYWOOD. High density foam is used for seat and back , The seat is made up of PU foam with density 32±2 Kg/m3 having an additional top layer of PU foam with density 28+/-2 Kg/m3, upholstered with leatherette. The back is made up of PU foam with density 28±2 Kg/m3 with additional top layer of PU foam with density 23+/-2 Kg/m3, upholstered with leatherette. LEATHERITE -ABRASION RESISTANCE in excess of 80,000 cycles, 600 to 650 GSM. Legs shall be made Mild Steel (MS) powder coated with minimum 50-60 micron DFT confriming IS 13871:1993

Supply and installation of Steel bunk bed of overall size 1850(L)x875(W)x1735 mm(H) consisting of following specification: - HEADBOARD: Head Board consists of MS pipe of 25 x 50 x 1.6 mm thick vertical legs connected with horizontal MS ERW pipe 25x50x1.6mm thick at bed stagging levels and at the top. The structure shall have additional bracing of ERW pipe 25 x 25 x 1.2 mm confirming to IS-Grade 4923 of (2 number at level 1 and 1 number at level 2). Construction is partially welded with MIG welding confirming to IS standard IS 816:1969 and is also tested as per the IS grade IS 822:1970. Legs shall be fitted to the ground with M8 screw leveller with the height adjustment up to 12mm to 15mm if required. 2 mm thick CRCA Connecting bracket confirming to IS 513: 2008 is welded on vertical pipe for connecting with bed stagging. End to end dimensions for the Headboard is 870(W) x 1735mm (H).TAILBOARD-: Tail Board consists of MS pipe of 25 x 50 x 1.6 mm thick vertical legs connected with horizontal MS ERW pipe 25x50x1.6mm thick at bed stagging levels and at the top. The structure shall have additional bracing of ERW pipe 25 x 25 x 1.2 mm confirming to IS-Grade 4923 ( 1 number at level 2). Construction is partially welded with MIG welding confirming to IS standard IS 816:1969 and is also tested as per the IS grade IS 822:1970. Legs shall be fitted to the ground with M8 screw leveller with the height adjustment up to 12mm to 15mm if required. 2 mm thick CRCA Connecting bracket confirming to IS 513: 2008 is welded on vertical pipe for connecting with bed stagging. End to end dimensions for the Headboard is 870(W) x 1735mm (H). LADDER: –Ladder shall be made up of horizontal and vertical MS pipe 25x25x1.2 mm Thick. 2mm Thick CRCA plate to be used for welding to the horizontal pipe. Construction is fully welded my MIG welding on the Tailboard Frame side. End to end dimensions for the ladder is 430(L) x1000mm (H). Bed Stagging– Head board and Tail board are joined together by bed stages made up of 12 mm Merine grade ply confirming to IS 710, supported over steel framework consisting of two outer MS ERW Pipe 25x50x1.6mm thick IS-Grade 4923 and three numbers of 25 x25 x 1.6 mm MS ERW pipes as a cross bracing welded to each other by MIG welding. SUPPORT ARM: –Shall be provided in upper level and shall be made up of MS Pipe 25x25x1.2mm Thick, conforming IS-Grade 4932 with 2mm Thick CRCA connecting plate. All pipes welded to each other by MIG welding. End to end dimensions for the Supporting Arm is 985mm(L) x 263 (H).FINAL ASSEMBLY: Headboard, Tailboard, Ladder, Support Arm and bed stagings shall be assembled as per indicative diagram. Each bed stagging shall be connected by 4 Nos of connecting Brackets & M8x16 Allen Bolt. The bed stage shall be 10-12 mm below side frame to provide proper fixity to mattress. End to end dimensions for the bed is 1850 (L) x 870(W)x 1735 mm(H). The height of Level 1 bed stagging is 450 mm from the ground and middle frame of level 2 is at 1450 mm from ground. Finish- All metal components are given anti-rust surface treatment and are finished with epoxy polyester powder coated DFT 50-60 Micron confirming to IS 13871:1993. Note- (The overall sizes of bed shall be kept 1850mm x 875mm (to fit a mattress of size 1775 mm x 800mm). The mattress shall be procured separately.)

Supplying and installing at site knock down type Metal Table having unit dimesnsion 600mm (W) x 750mm (H) for one student. Table may be 01 to 04 seaters depending upon the requirement and availbility of space as per approved furniture layout. Work Top Shall be made up of 25mm thick Prelam (OSL) particle board confirming to IS 12823: 1990 with post formed edge moulding on one side and 2mm thick Machine pressed PVC edge banding glued with industrial adhesive and monolithically diffused with board on other three sides. Supporting Strucure of table top consits of C type vertical Legs of ERW tube 40 x 40 x x 1.6 mm.The vertical legs are connected with 2 cross horizontal members of size ERW Tube of 40x40x 1.6 mm provided at top. The table shall have provisions of foot rest made up of 25mm x 25mm x 1.2mm ERW pipe fitted in between two vertical legs which also act as bracing member. All ERW pipes shall confirm to IS grade IS 4923 and shall be finised with epoxy polyster powder coated DFT 50-60 Micron Confirming IS 13871:1993. Drawer Unit: SPECIFICATIONS :- All metal component including shutter and Shelf shall be made of 0.8mm thick CRCA confirm to IS grade IS 4923 and shall be powder coated with epoxy powder coating of 50 micron DFT Confirming IS 13871:1993.

Supplying and installation of knock down type SS Dinning Table consists of Dinning Top made up of 1mm thickness Stainless steel sheet of SS 304 Grade with overall dimension of 2400mm (L) X 760mm (D) X 750mm (H). The table top shall be reinforced with a 18mm thick HDHMR Board. Dinning top sheet shall be extended to the sides for a depth upto 40 mm under the table top in all directions including , edge rounding, grinding and finishing ,etc all complete . The Table top shall finish in such a manner to avoid any sharp edges. Supporting understrucure of table consists of 4 numbers C- Leg frame made up of MS ERW tube 40mm x 40 mm x 1.6 mm and are connected to 6 numbers horizontal members of MS ERW tube 25 x 25 x 1.6 mm. Stool Seats shall be made of 300mm dia SS 202 Grade formed Plates of 1mm thick resting over 12mm HDHMR which in turn supported over 3mm thick MS Plate welded to vertical supporting leg. The supporting vertical member of each stool seat consists of MS ERW tube 40mm x 40 mm x 1.6 mm and is connected to C-legged frame of table top. All Metal components of entire assembly confirm to IS 4923: 1997. Both the horizontal and vertical pipes are welded together by MIG welding confirming to IS standard IS 816:1969 and is tested for welding confirming to IS 822:1970. All CRCA Steel componets shall be finised with epoxy polyster powder coated DFT 50-60 Micron confirming IS 13871:1993. The understructure height shall be 725mm from the ground and stool shall height of 500mm from the ground & foot rest structure of MS ERW tube of 40 x40 x 1.6 mm , shall be 125mm from ground.

Supplying and installation of knock down type SS Dinning Table consists of Dinning Top made up of and 1mm thickness stainless steel sheet of SS 304 Grade with overall dimension of 1800mm (L) x 760mm (D) x 750mm (H). The table top is rainforced with a 20mm HDHMR Board. Dinning top sheet shall be extended to the sides for a depth of 40 mm in all directions including , edge rounding, grinding and finishing ,etc all complete . The Table top shall finish in such a manner to avoid any sharp edges. Supporting understrucure of table consists of 3 numbers Leg frame made up of 40mm x 40mm x 1.6mm M.S. ERW tube and are connected to 4 numbers horizontal members of MS ERW tube 25mm x 25mm x 1.6 mm. Stool Seats are made of 300 mm dia SS 202 Grade formed Plates of 1 mm thickness resting over welded 12 mm HDHMR which in turn supoorted over 3 mm thick MS Plate weled to vertical supporting leg. The supporting vertical member of each stool seat consists of MS ERW tube 40mm x 40 mm x 1.6 mm and is connected to C-legged frame of table top. All Metal components of entire assebmly confirm to IS 4923: 1997. Both the horizontal and vertical pipes are welded together by MIG welding confirming to IS standard IS 816:1969 and is tested for welding confirming to IS 822:1970. All CRCA Steel components shall be finishded with epoxy polyster powder coated DFT 50-60 Micron confirming IS 13871:1993. Understructure height will be 725mm from the ground, the stool height will be 500mm from the ground foot rest structure of MS ERW tube 40mm x 40 mm x 1.6 mm, shall be 125 mm from goound.

Supply adn installation of Lab Stool Seat made up of 300 mm dia SS 202 Grade formed Plates of 1 mm thickness welded over 3 mm thick MS Plate and 12 mm HDHMR Board . The Stool seat is supported by four legs 25mm dia x 1.6 mm M.S. round Pipe. Height of stool shall be 540mm from the floor. The legs shall be provided with PU/PVC leveller at the bottom and finished with epoxy powder coated finish (DFT 50-60 Micron) Confirming IS 13871:1993.

Supplying and installation of High back Executive Chair as per indicative photograph and specification: i) SEAT/BACK ASSEMBLY: The seat and back should be made up of 12 ±1mm. thick hot-pressed plywood and upholstered with fabric upholstery covers and moulded Polyurethane foam. The back foam should be designed with contoured lumbar support for extra comfort. The seat has extra thick foam on front edge to give comfort to popliteal area. BACK SIZE 47.5 cm. (W) x 69.5 cm (H) SEAT SIZE 47.0 cm. (W) x 48.0 cm. (D) ii) HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam should be moulded with density = 45±2 kg/m3 and hardness load 16 ± 2 kgf for 25% compression. iii) ARMRESTS :The one-piece armrests should be injection moulded from black Co-polymer Polypropylene. iv) CENTER TILT SYNCHRO mechanism: The mechanism should be designed with the following features: • 360° revolving type. • Upright-position locking • Tilt tension adjustment • Seat/back tilting ratio of 1:3. v) PNEUMATIC HEIGHT ADJUSTMENT: The pneumatic height adjustment has an adjustment stroke of 12.0 ±0.3cm. vi)TELESCOPIC BELLOW ASSEMBLY The bellow should be 3 piece telescopic type and injection moulded in black Polypropylene. vii) PEDESTAL ASSEMBLY:The pedestal should be injection moulded in black 33% glass-filled Nylon-66 and fitted with 5 nos. twin wheel castors. The pedestal should be 66.3 ±0.5cm. pitch-center dia. (76.3 ±1.0cm with castors). viii)TWIN WHEEL CASTORS: The twin wheel castors should be injection moulded in Black Nylon.

Supplying and installation of medium back Executive Chair as per indicative photograph and specification: i) SEAT/BACK ASSEMBLY: The seat and back should be made up of 1.2 ±0.1cm. thick hot-pressed plywood and upholstered with .fabric upholstery covers and moulded Polyurethane foam. The back foam should be designed with contoured lumbar support for extra comfort. The seat has extra thick foam on front edge to give comfort to popliteal area BACK SIZE 47.5 cm. (W) x58.0 cm (H) SEAT SIZE 47.0 cm. (W) x 48.0 cm. (D) ii) HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam should be moulded with density = 45±2 kg/m3 and hardness load 16 ± 2 kgf for 25% compression. iii) ARMRESTS :The one-piece armrests should be injection moulded from black Co-polymer Polypropylene. iv) CENTER TILT SYNCHRO mechanism: The mechanism should be designed with the following features: • 360° revolving type. • Upright-position locking • Tilt tension adjustment • Seat/back tilting ratio of 1:3. v) PNEUMATIC HEIGHT ADJUSTMENT: The pneumatic height adjustment has an adjustment stroke of 12.0 ±0.3cm. vi) TELESCOPIC BELLOW ASSEMBLY : The bellow should be 3 piece telescopic type and injection moulded in black Polypropylene. vii) PEDESTAL ASSEMBLY:The pedestal should be injection moulded in black 33% glass-filled Nylon-66 and fitted with 5 nos. twin wheel castors. The pedestal should be 66.3 ±0.5cm. pitch-center dia. (76.3 ±1.0cm with castors). viii)TWIN WHEEL CASTORS:The twin wheel castors should be injection moulded in Black Nylon.

Supplying and installation of visitor Chair as per indicative photograph and specification: i) SEAT/BACK ASSEMBLY: The seat and back should be made up of 12 ±1mm. thick hot-pressed plywood and upholstered with fabric upholstery covers and moulded Polyurethane foam. The back foam should be designed with contoured lumbar support for extra comfort. The seat has extra thick foam on front edge to give comfort to popliteal area.BACK SIZE 47.5 cm. (W) x58.0 cm (H) SEAT SIZE 47.0 cm. (W) x 48.0 cm. (D) ii) HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam should be moulded with density 45±2 kg/m3 and hardness load 16±2 kgf for 25% compression. iii) ARMRESTS :The one-piece armrests should be injection moulded from black Co-polymer Polypropylene. iv) TUBULAR FRAME: The powder coated (DFT 50-60 Micron ) pressed tubular frame should be cantilever type & made of 25±2 mm. x 2mm (thick) M.S. ERW Tube.

Supplying and installation of chair with MOULDED PLY SHELL: The seat & back is made up of moulded ply in Veneer or Laminate finish in single piece of shell size - 420 mm (W) X 410 mm (D) X 440 (H) X Thickness 12 mm. UNDER STRUCTURE: The Understructure is made up of dia. 25.4 ±0.3mm. x 1.6mm thick M.S. E.R.W. tube supporting frame in C-shape and welded to 250mm x 250mm x 2mm thick MS plate welded at seat level to support seat with necesary fixing arrangement . The framework shall be epoxy coated having DFT 50-60 Micron. The leg at bottiom shall be fitted to rubber bush.

Supplyand installation of Wooden chair of Dimension - 480W x 420D x 820H UNDERSTRUCTURE:The Understructure is made from Hot pressed rubber wood. BACKREST: The backrest is made up of plywood and foam upholstered with polyester fabric. SEAT:The seat is made up of 12mm thick (7 layers) hot pressed plywood and moulded seat foam upholstered with fabric. SEAT FOAM:Foam made out of moulded Polyurethane foam with the following properties: • Density (IS-7888-1976) : 50-55 Kg/m3.• Hardness: 28+/-3 Kgf.• Compression set (IS-7888-1976): 10% Max.• Tensile strength (IS-7888-1976): 0.9-1.2 Kg/cm2• Tear strength(Min) (IS-8067) : 0.6 Kg/cm(min)• Resilience (IS-7888-1976): 40% - 60% • Elongation (IS-7888-1976): 110 % GLIDE:The glide is made from Nylon. SEAT AND BACK FABRIC PROPERTIES: Content: 100% Polyester 170 GSM Abrasion Resistance:Over 30000 cycle.Bursting Strength: 19.1 kg/cm²Tear Strength (NF):

Supplyingand installation of Steel chair as per specifcation detailed below:- 1)SEAT/BACK ASSEMBLY: The seat and back should be made from 10±0.01mm. thk. hot pressed ply and should be true resistant tant commercial plywood and upholstered with P.U. foam and fabric. BACK SIZE: 420 mm. (W) X 265mm (H) SEAT SIZE: 420mm. (W) X 420mm. (D) 2)HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR Polyurethane foam should be moulded with density =45+1-2 kg/m3 and Hardness load 16 ± 2 kgf for 25% compression. 3)UNDERSTRUCTURE ASSEMBLY : The assembly should be a mainframe made of 25.4 ±0.3mm. x 1.6mm thick M.S. E.R.W. tube and a welded leg tube made of dia. 25.4 ±0.3mm. x 1.6mm thick M.S. E.R.W. tube .to the form the complete assembly which should be black powder coated ( DFT 50-60 Micron ). Note-Colour of fabricc may be decised by engineer-incharge considering overall colour scheme.

Supplying and installation of Metal Lockers with Cam Lock one unit consiting of 381mm (W) x 381mm (D) x 1831mm (H) with 4 Lockers. Body-LH and RH Side and back panel is made up of 0.8mm thick CRCA steel sheet confirming to IS 513:2008 which is having standard dimension 1831 x380mm. Shelf hanging bracket is welded on both the side panel by spot welding. Shelf hanging bracket is made up of 0.8mm thick CRCA steel sheet confirming to IS 513:2008. front frame, top and bottom part made up 0.8mm thick CRCA steel sheet confirming to IS 513:2008 and horizontal part is made up 1mm thick CRCA Steel sheet confirming to IS 513:2008. On a front frame horizontally provision is given at a common distance to hold shutter bracket. Locker’s top is made up of 0.8mm thick CRCA Steel sheet confirming IS 513:2008 which is having standard dimension 375 x378mm. Shelf is also made up of 0.8 mm CRCA Steel sheet confirming to IS 513:2008. Shutter- Is made up on 0.7mm thick CRCA Steel sheet confirming to IS 513:2008. All the shutter are hung on shutter pin and shutter bracket, louvers are given in shutter for air flow. PVC flush handle and name plate is used for handling and for name plate tagging. Standard locking arrangment is used for locking each shutter. The bodies including shelves are given anti-rust surface treatment & are powder coated with epoxy polyester powder coating of DFT 50-60 Micron confirimg to IS 13871:1993.

Supplying and installation of Super White' writing grade resin coated steel writing surface conforming to International Standards, 100% smooth and 100% scratch-free surface and shall have magnetic property for sticking magnets or magnet impregnated objects. Frame- Satin-finish alloy aluminum (6063-T6) frame and precision engineered paper honeycomb core to make the board 100% warp-free and 100% flat. Can be mounted in landscape as well as portrait orientation on a wall with the help of built-in wall hanging clips Excellent erasibility with no ghost-marks, high scratch-resistance with easy-wipe properties and maximum readability with minimum glare makes Material: Resin Coated Steel Writing Surface, Alloy Aluminum Frame, Paper Honeycomb Core & Virgin ABS Corners. Size of the board: 1750 mm x 1150 mm

Supplying and installing in position ‘Green' writing grade melamine writing surface (chalk sheet) conforming to IS:2046/1997, with 100% clean and 100% scratch-free surface. Frame- Satin-finish alloy aluminium (6063-T6) frame and precision engineered paper honeycomb core to make the board 100% warp-free and 100% flat. Can be mounted in landscape as well as portrait orientation on a wall with the help of built-in wall hanging clips Excellent erasibility with no ghost-marks, high scratch-resistance with easy- wipe properties, maximum readability with minimum glare and minimum chalk dust formation with clean & continuous lines of chalk. Works well with all standard chalk sticks Board Size: 2350 mm x1150mm ).

Knocked down glass top rectangular centre table with a single storage shelf of 8 mm tempered glass located in the bottom portion shape supported by a set of four legs. The table's top is made of 10 mm tempered glass, while the frame and legs are constructed from other wood materials. The understructure supporting the top, as well as the storage compartment, are also made of wood, and the shoes/buffers are made of nylon. The dimensions of the table are approximately 1000mmX650mmX430 mm. The legs measure 35mm x 35mm and the understructure support material has a thickness of 8 millimeters. The legs are connected at the adjacent sides with four buffers/shoes at the bottom of the legs. The table top has a walnut finish

Supply and installation of Physics Lab Table of size 1800mm(L) x 1000mm(W) x 860mm(H) with specification as under: Work Top Shall be made up of 25mm thick Prelam (OSL) HDHMR Board confirming to IS 12823: 1990 with post formed edge moulding on Two side and 2 mm thick Machine pressed PVC edge banding glued with industrial adhesive and monolithically diffused with board on other two sides. Supporting Strucure of table top consits of 4 vertical Legs of ERW tube 50 x50 x 1.6 mm and one storage unit at middle. The vertical legs are connected with 2 lateral and 2 longitudinal cross members of size ERW Tube of 40 x 40 x 1.6 mm provided at top and 2 lateral cross members of size 40x40x1.6 mm. The table shall have provisions of foot rest made up of 25 x25 x1.2 mm ERW pipe fitted in between two vertical legs and also support the storgae unit & acts as bracing member. All ERW pipes shall confirm to IS grade IS 4923 and shall be finised with epoxy polyster powder coated DFT 50-60 Micron Confirming IS 13871:1993. Drawer Unit: - Table shall have 4 numbers of Metal Storage consiting of Shutter of size consiting of 350 (W ) x 450 (D) x 350 (H) mm with Pad Lock provision . All metal component including shutter and Shelf shall be made of 0.8mm thick CRCA sheet sheet confirming to IS 513: 2008 and shall be powder coated with epoxy powder coating of 50 micron DFT Confirming IS 13871:1993.

Notice Inviting e-Tender (eNIT) No : B AND R / HO / NESTS / 51198 / EMRS / BHERNO – KAMDARA (PHASE-II) / NIT / CW / 01, DATED 01.01.2026

Name of the Bidder/ Bidding Firm / Company :

Item No

Supply and installation of 4-seater sofa consisting of two number 2-Seater Sofa (1550mm (W) x 785mm (D) X 750mm (H), understructure is made up of Natural Hard wood battens and 12mm THK COMMERCIAL PLYWOOD. High density foam is used for seat and back , The seat is made up of PU foam with density 32±2 Kg/m3 having an additional top layer of PU foam with density 28+/-2 Kg/m3, upholstered with leatherette. The back is made up of PU foam with density 28±2 Kg/m3 with additional top layer of PU foam with density 23+/-2 Kg/m3, upholstered with leatherette. LEATHERITE -ABRASION RESISTANCE in excess of 80,000 cycles, 600 to 650 GSM. Legs shall be made Mild Steel (MS) powder coated with minimum 50-60 micron DFT confriming IS 13871:1993

Supply and installation of Steel bunk bed of overall size 1850(L)x875(W)x1735 mm(H) consisting of following specification: - HEADBOARD: Head Board consists of MS pipe of 25 x 50 x 1.6 mm thick vertical legs connected with horizontal MS ERW pipe 25x50x1.6mm thick at bed stagging levels and at the top. The structure shall have additional bracing of ERW pipe 25 x 25 x 1.2 mm confirming to IS-Grade 4923 of (2 number at level 1 and 1 number at level 2). Construction is partially welded with MIG welding confirming to IS standard IS 816:1969 and is also tested as per the IS grade IS 822:1970. Legs shall be fitted to the ground with M8 screw leveller with the height adjustment up to 12mm to 15mm if required. 2 mm thick CRCA Connecting bracket confirming to IS 513: 2008 is welded on vertical pipe for connecting with bed stagging. End to end dimensions for the Headboard is 870(W) x 1735mm (H). TAILBOARD-: Tail Board consists of MS pipe of 25 x 50 x 1.6 mm thick vertical legs connected with horizontal MS ERW pipe 25x50x1.6mm thick at bed stagging levels and at the top. The structure shall have additional bracing of ERW pipe 25 x 25 x 1.2 mm confirming to IS-Grade 4923 ( 1 number at level 2). Construction is partially welded with MIG welding confirming to IS standard IS 816:1969 and is also tested as per the IS grade IS 822:1970. Legs shall be fitted to the ground with M8 screw leveller with the height adjustment up to 12mm to 15mm if required. 2 mm thick CRCA Connecting bracket confirming to IS 513: 2008 is welded on vertical pipe for connecting with bed stagging. End to end dimensions for the Headboard is 870(W) x 1735mm (H). LADDER: –Ladder shall be made up of horizontal and vertical MS pipe 25x25x1.2 mm Thick. 2mm Thick CRCA plate to be used for welding to the horizontal pipe. Construction is fully welded my MIG welding on the Tailboard Frame side. End to end dimensions for the ladder is 430(L) x1000mm (H). Bed Stagging– Head board and Tail board are joined together by bed stages made up of 12 mm Merine grade ply confirming to IS 710, supported over steel framework consisting of two outer MS ERW Pipe 25x50x1.6mm thick IS-Grade 4923 and three numbers of 25 x25 x 1.6 mm MS ERW pipes as a cross bracing welded to each other by MIG welding. SUPPORT ARM: –Shall be provided in upper level and shall be made up of MS Pipe 25x25x1.2mm Thick, conforming IS-Grade 4932 with 2mm Thick CRCA connecting plate. All pipes welded to each other by MIG welding. End to end dimensions for the Supporting Arm is 985mm(L) x 263(H). FINAL ASSEMBLY: Headboard, Tailboard, Ladder, Support Arm and bed stagings shall be assembled as per indicative diagram. Each bed stagging shall be connected by 4 Nos of connecting Brackets & M8x16 Allen Bolt. The bed stage shall be 10-12 mm below side frame to provide proper fixity to mattress. End to end dimensions for the bed is 1850 (L) x 870(W)x 1735 mm(H). The height of Level 1 bed stagging is 450 mm from the ground and middle frame of level 2 is at 1450 mm from ground. Finish- All metal components are given anti-rust surface treatment and are finished with epoxy polyester powder coated DFT 50-60 Micron confirming to IS 13871:1993. Note- (The overall sizes of bed shall be kept 1850mm x 875mm (to fit a mattress of size 1775 mm x 800mm). The mattress shall be procured separately.)

Supplying and installing at site knock down type Metal Table having unit dimesnsion 600mm (W) x 750mm (H) for one student. Table may be 01 to 04 seaters depending upon the requirement and availbility of space as per approved furniture layout. Work Top Shall be made up of 25mm thick Prelam (OSL) particle board confirming to IS 12823: 1990 with post formed edge moulding on one side and 2mm thick Machine pressed PVC edge banding glued with industrial adhesive and monolithically diffused with board on other three sides. Supporting Strucure of table top consits of C type vertical Legs of ERW tube 40 x 40 x x 1.6 mm.The vertical legs are connected with 2 cross horizontal members of size ERW Tube of 40x40x 1.6 mm provided at top. The table shall have provisions of foot rest made up of 25mm x 25mm x 1.2mm ERW pipe fitted in between two vertical legs which also act as bracing member. All ERW pipes shall confirm to IS grade IS 4923 and shall be finised with epoxy polyster powder coated DFT 50-60 Micron Confirming IS 13871:1993. Drawer Unit: SPECIFICATIONS :- All metal component including shutter and Shelf shall be made of 0.8mm thick CRCA confirm to IS grade IS 4923 and shall be powder coated with epoxy powder coating of 50 micron DFT Confirming IS 13871:1993.

Supplying and installation of chair with MOULDED PLY SHELL: The seat & back is made up of moulded ply in Veneer or Laminate finish in single piece of shell size - 420 mm (W) X 410 mm (D) X 440 (H) X Thickness 12 mm. UNDER STRUCTURE: The Understructure is made up of dia. 25.4 ±0.3mm. x 1.6mm thick M.S. E.R.W. tube supporting frame in C-shape and welded to 250mm x 250mm x 2mm thick MS plate welded at seat level to support seat with necesary fixing arrangement . The framework shall be epoxy coated having DFT 50-60 Micron. The leg at bottiom shall be fitted to rubber bush.

Supplying and installing in position ‘Green' writing grade melamine writing surface (chalk sheet) conforming to IS:2046/1997, with 100% clean and 100% scratch-free surface. Frame- Satin-finish alloy aluminium (6063-T6) frame and precision engineered paper honeycomb core to make the board 100% warp-free and 100% flat. Can be mounted in landscape as well as portrait orientation on a wall with the help of built-in wall hanging clips Excellent erasibility with no ghost-marks, high scratch-resistance with easy- wipe properties, maximum readability with minimum glare and minimum chalk dust formation with clean & continuous lines of chalk. Works well with all standard chalk sticks Board Size: 2350 mm x1150mm ).

Knocked down glass top rectangular centre table with a single storage shelf of 8 mm tempered glass located in the bottom portion shape supported by a set of four legs. The table's top is made of 10 mm tempered glass, while the frame and legs are constructed from other wood materials. The understructure supporting the top, as well as the storage compartment, are also made of wood, and the shoes/buffers are made of nylon. The dimensions of the table are approximately 1000mmX650mmX430 mm. The legs measure 35mm x 35mm and the understructure support material has a thickness of 8 millimeters. The legs are connected at the adjacent sides with four buffers/shoes at the bottom of the legs. The table top has a walnut finish

Notice Inviting e-Tender (eNIT) No : B AND R / HO / NESTS / 51198 / EMRS / BHERNO – KAMDARA (PHASE-II) / NIT / CW / 01, DATED 01.01.2026

Name of the Bidder/ Bidding Firm / Company :

ABSTRACT OF COST (Kitchen Machinery)

SS STOCK POT RANGE 16Ga. S.S. 304 GR Top.with all side turned down 50mm & in 12mm, Top and body secured to 38mm x 38mm x 3mm welded M.S. frame work. Exterior 20 Ga. 304 FR S.S. cladding. 1 no. 400mm x 400mm Cast iron grate (Removable) 1 no. H.P. burner with pilot lamp. 1 no. 20 Ga. S.S. drip tray with Integral handle. Built in pressure Controller regulator. 38mm SQ pipe legs. With adjustable bullet feet. 100mm setback Body/legs for Gas pipe routing.

SS 2 BURNER INDIAN COOKING RNGE 16 SWG. S.S. 304 GR Top.with all side turned down 50mm & in 12mm, Top and body secured to 12/25mm x 75mm x 25/12mm # 1.6 mm Thick S.S. hat type welded Channel frame work. Exterior 20 SWG. 304 FR S.S. cladding. TWO (2) no. 400mm x 400mm Cast iron grate (Removable) TWO (2) no. H.P. burner with pilot lamp. TWO (2) no. 20 SWG. S.S. drip tray with Integral handle. Built in pressure Controller regulator. 38mm SQ pipe legs. With adjustable bullet feet. 100mm setback Body/legs for SWGs pipe routing.

SS SINGLE SINK UNIT 16 Ga. S.S. 304 GR Top. 150mm High Rear splash . Top secured to 12/25mm x 75mm x 25/12mm # 1.6 mm Thick S.S. hat type welded channel frame work. Top provide One (1) no. 450mm x 450mm x 250mm deep # 16 Ga. S.S. 304 GR sink, Sink Complete with 50mm dia lever handle operated waste outlet. (04) no. 38mm SQ S.S. legs. With adjustable feet. With three side cross brasing.

SS TILTTING TYPE BULK COOKER Inner Cell of bottom 4 mm & side wall 1.5 mm Stainless Steel 304 grade, Outer - made of 18 swg SS 304 grade, Lid - 18 swg SS 304 grade with Heavy Duty Spring loaded for Easy open & close with SS Handle, Panels - made of 20 swg SS 304 grade, Stand - SS Pipe 50mm x 50mm,16swg. Tilting arrangement - On wheel with Gear arrangement and Interlock Brake by Penium to prevent extra tilting during the Cooking period. For Water - One Swivel Type Sink Cock fitted with S S pipe Long Nipple to Connect Existing Water Point. 1 no. H.P. burner with pilot lamp.

SS TILTTING TYPE BOILING PAN Inner Cell of bottom 4 mm & side wall 3 mm Stainless Steel 304 grade, Outer - made of 18 swg SS 304 grade, Lid - 18 swg SS 304 grade with Heavy Duty Spring loaded for Easy open & close with SS Handle, Panels - made of 20 swg SS 304 grade, Stand - SS Pipe 50mm x 50mm,16swg. Tilting arrangement - On wheel with Gear arrangement and Interlock Brake by Penium to prevent extra tilting during the Cooking period. For Water - One Swivel Type Sink Cock fitted with S S pipe Long Nipple to Connect Existing Water Point. 3 no. “V” type H.P. burner with pilot lamp

SS SPICE TROLLY 16 Ga.304 S.S. top all side turned up 50mm , Four (4) no. 100mm dia uprights on Castors. Two (2) noFull width 18 Ga. S.S. 304 Bottom shelves.

SS WORK TABLE WITH 1 BS 16 Ga. 304 S.S. Top. All sides turned down 50mm & in 12mm. Top And body secured to 12/25mm x 100mm x 25/12mm S.S. hat type welded channel 18 Ga. S.S. 304 Bottom shelves. Four (04) no. 38mm sq S.S. legs. With adjustable bullet feet.

CHAPATI HOT PLATE Full 12 mm thick M.S. Plate with LHS puffer plate Exterior 20 Ga. S.S. 304 cladding. Built in pressure Controller regulator. 38mm SQ 16 Ga. S.S. pipe legs with adjustablebullet feet. Four (4) no. “V” type H.P. burner with pilot lamp. Smooth Plate.

SITC of SEMI AUTOMATIC CHAPATI MAKING MACHINE Comprising: Gas operated, with all gas fiitings, burners and necessary electric motor of rating 0.75 KW, 220V ISI mark all complete.

Supply and installation of CONVEYOR TYPE TOASTER Comprising: SS 20 GA body with necessary electrical motor and heating element of Power : 1.5 kw, 220V etc with timer controllar all complete ISI marks.

SS 4 DOOR VERTICAL CHILLER Exterior/Interior # 20 Ga. 304 S.S. cladding. Body secured to 12/25mm x 100mm x 25/12mm # 1.6 mm Thick S.S. welded channel frame work, without paint. Internal temp is 0 deg to + 4Deg Celsius. 18 GA. S.S. Four (4) Nos. half size Insulated self closing type S.S doors, complete with handle, gasket Emerson Compressor & Controls. .adjustable bullet feet 1 KW 220 V AC

DEEP FREEZER 50mm thick P.U. foam on all sides. 1 KW 220 V AC

DRY MASALA GRINDER Capacity : 5 kg. Power : 1/2 hp, 220V

PULVERISER Power : 2 hp, 220V

DOUGH KNEADER Capacity : 20 ltrs Power : 2 hp, 220V

SS 6 VESSEL HOT BAIN MARIE WITH 1/1 GN PAN WITH FRONT TRAY RAIL (16 Ga. S.S. 304 Top) Top and body secured S.S.welded frame work. 1No.225mm deep tank 16 Ga.304 S.S. Bain Marie complete with water outlet, 4.0 k.w. heating element, 6 no. GN 1/1 Pan, 150mm deep with lid. Front Pipe Trai Rail Full length 18 Ga. S.S. 304 Bottom shelves. Electrical panel complete with thermostat, on off switch & light indicator. 4 No. 38mm sq. S.S. legs with adjustable bullet feet...

SITC of SS 6 VESSEL HOT BAIN MARIE WITH 1/1 Gastro-Norm PAN WITH FRONT TRAY RAIL Comprising: 16 Ga. SS 304 Grade Top, 6 no. Gastro-Norm 1/1 Pan, 150mm deep with lid, Front Pipe Trai Rail, Full length 18 Ga. SS 304 grade Bottom shelve, with 4 No. 38mm sq. pipe 16 GA SS legs with adjustable bullet feet,all compelete.

SS PLATFROM TROLLY 16 Ga.304 S.S. top all side turned up 50mm , Four (4) no. 100mm dia uprights on Castors.

SS KITCHEN UTILITY TROLLY 16 Ga.304 S.S. top all side turned up 50mm , Four (4) no. 100mm dia uprights on Castors. Two (2) noFull width 18 Ga. S.S. 304 Bottom shelves.

SS POT RACK - 4 SHELF 38mm x 38mm x 16 304 Ga. S. S. squre pipe upright with adjustable bullet feet Four 20mm x 20mm x 16 Ga. S. S. squre pipe Ga. 304 S.S. Shelves. 4 no. S.S. shelves welded to S.S. square pipe uprights.

SS STORAGE RACK - 4 SHELF Shelve 3 sides TURNED up 40mm & front turned down 25mm & in 12mm. 38mm x 38mm x # 14 Ga. S. S. angle upright with adjustable bullet feet 18 Ga. 304 S.S. Shelves. Four no. S.S. shelves

PVC PALLET

POTATO PILLER Capacity : 20 kg. Power : 2 hp, 220V

KITCHEN VENTELATION SYSTEM

SS HOOD WITH SS FILTER 22 GA. Welded Body Construction. Removable 20 GA.S.S "V" section, measuring 510*510*50 mm thick, in full length w/bottom of filters set in continuous channel. To be suspended on ceiling with hanger rods.

SS HOOD WITH SS FILTER 304 GRADE 22 GA. Welded Body Construction. Removable 20 GA.S.S "V" section, measuring 510*510*50 mm thick, in full length w/bottom of filters set in continuous channel. To be suspended on ceiling with hanger rods.

Supply and installation of GI DUCTING FOR HOT AIR SUCTION Comprising: 22 GA. GI sheet ducting as per requiremt as site requirement all complete.

GI DUCTING FOR FRESH AIR INTAKE 22 SWG. GI ducting size as per CFM

KITCHEN LPG SYSTEM

10 X 2 = 20 CYLINDER LPG GAS MANIFOLD SYSTEM WITH ALL FITTINGS COMPLITE SET

Supply and installation of 1/2" DIA LPG PIPE LINE FROM MANIFOLD TO ALL LPG EQUIPMENTS WITH CONNECTION COMPLITE SET Comprising: 1/2" dia M.S. pipe line, 1 no pressure gauge with valve & Needle Control Valve, all connection - 1 no socket, 1no Needle Control Valve, 1no burnner pigtel clump, bend, socket, union set, painted with yellow paint etc including neccesary leakage testing all complete.

Total amount with GST12%

Transportation & Installaion etc 5%

TOTAL

Contractor profit

Cost with 18% GST

Total amount without GST 18%