Warehouse complex at Kharupetia (Godown 4)

Amount

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

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

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

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 up to a distance of 50m outside the periphery of the area cleared.

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

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 (Including cost of testing of materials at site and laboratory as directed by the deptt.)

Extra lead beyond initial lead of 3.0 Km. (Rate is for extra 5 kms)

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 (Including cost of testing of materials at site and laboratory as directed by the deptt.)

GRANULAR SUB-BASES, BASES (NON-BITUMINOUS) AND SHOULDERS Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Water Bound Macadam Sub-base/base Grading- III (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.)

Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.

Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.

Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

ANTI - TERMITE TREATMENT Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) : Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration.

Treatment of soil under existing floors using chemical emul sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution.

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

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 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)

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

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundation, footings, bases of columns

Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc..

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 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)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

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

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

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

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.

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

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

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

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

RANDOM RUBBLE MASONRY Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (c).Stone soling of thickness 150mm.

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

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

ROOFING Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- 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.

Ridges plain (500 - 600mm).

Barge board (Upto 300 mm).

Crimp curve

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

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

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

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

PLASTER OF PARIS & WALL PUTTY Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).

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

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

PAINTING ON STEEL AND OTHER METAL SURFACE Painting with aluminium paint of approved brand and manufacture to give an even shade :

Steel Work: Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete . PL 16MM thick

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

ROOF TRUSS 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. Electric resistance or induction butt welded tubes.

COLLAPSIBLE / ROLLING SHUTTERS Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover.

Providing and fixing mild steel round holding down bolts with nuts and washer plates complete 20mm dia (1000 mm long)

Providing and fixing bolts including nuts and washers complete. 20 mm dia (600 mm long)

PLINTH PROTECTION Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling and dressing and finishing the top smooth.

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or richer mix (i/c equivalent design mix)

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge.

Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar

Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge

Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres

Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area beyond 3 sq. metres

Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. Edge Soiling

PLINTH PROTECTION DRAIN Providing drain with cement concrete (1:3:6) 10cm thick sides 10cm thick bed over brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified. i) 300mm wide and average 250mm deep with bed slope 1 in 150 with initial depth of 100mm.

RETRO FITTING WORKS Chippng and breaking/cutting of loose concreate , motars etc.using Electrical chipping hammers to the satishfaction of the engineer-in -chargefor succesful execution of thr subsequent rehabitation works all heights with all leads , lift etc . Complete ith all tools and machineries required for the job ,operator, applicator ,labour, scaffolding for staging and supervision etc. Make:- Fosroc/ Sika/ Dr. Fixit/ BASF/Choskey

Poviding and applying two coats of two component epoxy zinc rich primer like Fosroc Nitozinc Primer or equivalent on the properly cleaned reinforcement after the required chipping and cleaning of the concreate surface as per the manufacyure’s specification at a dry flim thickness of 40 micron /coat.The epoxy zinc rich primer should have a adhesive bond strength with steel greater than 1.5 N/Sqm.Make:- Fosroc/ Sika/ Dr. Fixit/ BASF/ Choskey

Providing and applying Providing and applying structural grade long pot life epoxy bonding agent of like Nitobond EP or equivalant prior to building up of section with any type of mortar/ concrete to ensure bond between old concrete & new concrete by brush application as per the manufacturer’s specifications.The bonding agent should remain in tacky state after application for a minimum period of 6 hours at 30 ºC. There shall not be bond failure of the specimenwhen tested by slant shear method according to BS 6319 pt 4, with concrete.

Providing and placing free flow micro concrete of approved brand after fixing slurry tight shuttering. The microconcrete shall contain no metallic aggregates, or chlorides and shall be shrinkage compensated in the plastic state.The micro concrete in the flowable consistency should achieve a compressive strength of not less than 10N/mm2 after 24 hours, 40N/mm2 after 7 days and 50 N/mm2 after 28 days at 30ºC. Most importantly, the cured microconcrete shall contain no metallic aggregates, or chlorides and shall be shrinkage compensated in the plastic state. The unrestrained expansion shall be between 1 - 4%. The flexural strength shall not be less than 5 N/mm2 @ 28 days. The microconcrete shall have a coefficient of thermal expansion similar to that of the host concrete. The mixed density of microconcrete shall exceed 2100 kg/ m3 at 27ºC.Make:- Fosroc/ Sika/ Dr. Fixit/ BASF/ Choskey

Providing and Sealing the cracks, in the concrete surface, after opening the cracks using suitable tools or saw cut in the crack, and cleaning the interior sides of the crack using sharp tools to remove all loose materials, using two component, high strength, non- sag, epoxy compound like Nitobond PC40 or equivalent inclusive of all Manpower, Material and Equipment. Injection Of Low Viscous Resin: BY Providing and grouting the cracks after fixing the injection ports at predetermine locations with the help of suitable injection grouting pumps at suitable pressures using two- component, high strength, low viscous epoxy resin system grout like Conbextra EP10 or equivalent.(inclusive of Manpower, Material and Equipment). Make:- Fosroc/ Sika/ Dr. Fixit/ BASF/ Choskey

Drilling 12 mm dia X100 mm hole in to the concreate surface using concreate hammer drill machine. Providing 10mm PGMs nozzles is gird of 0.25 m both and injecting cement slurry Injecting cement slurry 1:3 ( 1 Cement: 3 water ) by weight including mixing of grout compound as per manufacture specifications , in cracks/ effected approved brand till completion and refusel of gout complite as per manufactures specification. The nozzles are to be sealed off after grouting using rapid setting cement based pluging mortar of approved brand.Make:- Fosroc/ Sika/ Dr. Fixit/ BASF/ Choskey

Crack opening should be chiselled out to approximately 20mm X 20mm , and should always be undercut to avoid formation of a V shape and cut back to a minimum depth of 15 mm and given a good mechanical key to apply Single part, non shrink, cementitious, crack sealer like Fosroc Renderoc CS or equivalant for plaster, masonry and concrete as per manufactures specificationMake:- Fosroc/ Sika/ Dr. Fixit/ BASF/ Choskey

Providing and Applying a two component structural grade polymer modified reinstatement mortar of approved brand up to a thickness of 10 mm over a epoxy rasin bonding agent like Fosroc Renderoc S2 or equivalent. The cured mortar shall achieve a compressive strength of 12 N/mm² in 1 day & 45 N/mm² in 28 days with Flexural strength 8 N/mm² in 28 days. Chloride diffusion coefficient shall be Nil after 24 hours when tested by Accelerated Electrochemical chloride ion diffusion test method and the depth of carbonation shall be Nil after 24 hours when tested by Accelerated carbonation test. In addition to this percentage of water absorption should be 0.45 after 24 Hrs in immersion testMake:- Fosroc/ Sika/ Dr. Fixit/ BASF/ Choskey

TURBO VENTILATOR Supplying, fitting and fixing in position turbo ventilator of Nylon made Typhonic Bearing, double top cap ensured permanent alignment in inverted cap design, corrugated foil framed of aluminium fabrication for wind driven having wind velocity 1600 exauster of effective throatal Dia 21 inch and overall dia 28 inch having overall height 17 inch as specified and directed by the Engineer-in-charge.

LOUVERS Providing & fixing louvers of size (450mmx300mm) at all heights with all leads- 3.5 mm thick toughened frosted glass louvers, 25 micron anodized aluminum sections for louver manufactured from best extruded aluminum sections from approved manufactures, the frame work fixed of jindal sections of minimum anodic coating of grade AC 15 with standard approved fastenings or hinges as per details specifications with all the sections pretreated for removal of any rust and prevention of any further rust, M.S. Grill of required size, one primary coat of red-lead/red oxide primer and two coats of enamel paint of approved brand and manufacture all complete as per specifications and direction by the Engineer-in-charge.

VDF Providing VDF flooring for top coat of floor with dewatering of concrete by vaccum pump and sprinkling non-metallic floor hardner @ 5 kg/sqm followed by a coat of cement slurry mixed with Nitobond SBR latex or equivalent @ 1 kg over 1.25 sqmtr and 67 ml. Nitobond SBR latex. Over the levelling reinforeced cement concrete base 1:1.5:3 simulteniously casted as per specification. 10mm x 12mm groove @ 5 mtr. or equally distributed pattern to be cut and filled with Polysulphide Sealent as grouting compound. Complete and finished in all respect as per company specification and Engineer-in-charge. (The R.C.C. work will be measured and paid separetly)

CEMENT PLASTERING WITH CHICKEN MESH AND CHEMICAL Repairing brick wall with cement concrete ( 1:2:4 ) of thickness varing from 25mm to 100 mm after cleaning of the surface of the brick wall applying bonding agent Nitobond EP Std./Sikadur-32 LP or equivalent product to cover up the damaged portion of existing brick wall including fixing of chicken wire netin position to hold the c.concrete if necessary. Finished and complete as per direction of Engineer in Charge.

GROOVE CUTTING AND FILLING IN WALL Cutting of groove size 10mm x 12mm on walls above DPC edge and filled with Polysulphide Sealent as grouting compound. Complete and Finished in all respect as per company specification and Engineer-in-charge.

Supply and fixing of rebaring chemical Fosroc LOKFIX E75/Hilti RE500 V3 or equivalent - Pure Epoxy Chemical anchor to grout various diameters of reinforcement bar at provided embedment depth upto 100mm or as per the manufacturer's specifications and as directed by Engineer in charge.(Cost of the reinforcement will be paid extra) 12 mm diameter of reinforcement bar as per embedment depth..

Supply and fixing of rebaring chemical Fosroc LOKFIX E75/Hilti RE500 V3 or equivalent - Pure Epoxy Chemical anchor to grout various diameters of reinforcement bar at provided embedment depth upto 100mm or as per the manufacturer's specifications and as directed by Engineer in charge.(Cost of the reinforcement will be paid extra) 16 mm diameter of reinforcement bar as per embedment depth..

Supply and fixing of rebaring chemical Fosroc LOKFIX E75/Hilti RE500 V3 or equivalent - Pure Epoxy Chemical anchor to grout various diameters of reinforcement bar at provided embedment depth upto 100mm or as per the manufacturer's specifications and as directed by Engineer in charge.(Cost of the reinforcement will be paid extra) 20 mm diameter of reinforcement bar as per embedment depth..

UREA CORROSION RESISTANCE COATING Providing and applying a chemical and abrasion resistant , high build, two-pack epoxy-novolac system specially designed to provide a tough and impermeable high chemical resistant film at a thickness of 500 micron. The coating should able to resist wide range of chemicals both acid and alkaline having Ph value 1 o 14. The cured flim should have Tensile strength 30 N/mm²,Elongation 3%,flexture strength 45 N/mm²,Compresive strength 95 N/mm². Internal faces

RECRON 3S Extra over Item 2.2.1 Providing Recron 3S shall be mixed with the approved concrete and laid over prepared subbase. The work shall be carried out as per direction by Engineer-in-charge. The materials, loading, unloading, transporting to site, removing rubbish from site, all taxes etc. complete for all lead and lift. VDF concrete

Fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates (in columns and trusses), bolts and nuts complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed.

Supplying materials and laying 25 mm thick self adhesive closed-cell nitrile elastomeric rubber insulation foam with non-porous composition, aluminium foam on one side, high thermal efficiency as well as protection from imminent condensation problems.The product should be environmental friendly and zero Ozone Depletion Potential (ODP). The self adhesived sheets are to be cutted in required size and shape should be fixed with necessary screws and rubber washers fixed to the truss members on both the direction. Including necessary accessories for fitting and fixing of sheet in position as complete as per the instruction of Engineer In Charge. The basic property of the material should be as follows : Fire rated “CLASS O” as per BS 476 Parts 6 & 7; Water vapour permeance (0 perms); Water vapour diffusion factor (> 10,000); Water absorption rate (0.06% by volume); Thermal efficiency (λ24˚ C = 0.033 W/mK; λ46˚ C = 0.036 W/mK); Temperature range (from -50˚ C to +105˚ C); Antibacterial & antifungal; Environmental friendly – ODP = 0; Low VOC emission level

Point wiring in Steel conduit, with piano type switch - Wiring for light point / fan point / exhaust fan point / call bell point ( for door call bell only ) with 1.5 Sq.mm FRLS PVC insulsted copper conductor single core cable in recess or surface Steel conduit ( to be fitted with the truss member by spot welding ) ,with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 Sq.mm FRLS PVC insulated copper conductor single core cable etc as required. Conduit Make as approvedby CA, Wires : FR /FRLS - Finolex, RRKable, Anchor, Havels or equivalent as approved. Group A

Point wiring in Steel conduit, with piano type switch - Wiring for light point / fan point / exhaust fan point / call bell point ( for door call bell only ) with 1.5 Sq.mm FRLS PVC insulsted copper conductor single core cable in recess or surface Steel conduit ( to be fitted with the truss member by spot welding ) ,with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 Sq.mm FRLS PVC insulated copper conductor single core cable etc as required. Conduit Make as approvedby CA, Wires : FR /FRLS - Finolex, RRKable, Anchor, Havels or equivalent as approved. Group B

Point wiring in Steel conduit, with piano type switch - Wiring for light point / fan point / exhaust fan point / call bell point ( for door call bell only ) with 1.5 Sq.mm FRLS PVC insulsted copper conductor single core cable in recess or surface Steel conduit ( to be fitted with the truss member by spot welding ) ,with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 Sq.mm FRLS PVC insulated copper conductor single core cable etc as required. Conduit Make as approvedby CA, Wires : FR /FRLS - Finolex, RRKable, Anchor, Havels or equivalent as approved. Group C

Common Light Point wiring in Steel conduit - Wiring for common light point / fan point wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in recess or surface Steel conduit ( to be fitted with the truss member by sport welding ) as required.. Make : conduit as approved by CA, Wires : FR /FRLS - Finolex, RRKable, Anchor, Havels or equivalent as approved. 2 x 1.5 Sq.mm + 1 x1.5 Sq.mm earth wire for common light point wiring from Primary point to two nos. secondary points as shown in the drawing

Supplying and fixing following piano type switch and socket on the existing switch box/ cover including connections etc. as required as directed. 5/6 amps switch for light power point as directed.

Supplying and fixing following piano type switch and socket on the existing switch box/ cover including connections etc. as required as directed. 3 pin 5/6 A socket outlet

SUB MAIN WIRING FROM SPN DB TO SB Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required ( from SPN DB to Switch boards ) 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

Supplying and fixing following way, horizontal type 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 and incomer) as required.- for each floor power distribution for rooms. 12- way , Double door

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

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 and neutral (16 KA)

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. 25 A

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

LIGHTS FITTINGS Installation, testing and commissioning of prewired, flourescent fittings / all type of LED indoor ceiling fittings , complete with all accessories and tube etc. directly on ceiling/wall/ False ceiling, including connections with 1.5 sq.mm. PVC insulated, copper conductor, single core cable etc. as required.

Earthing Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia cover plate having locking arangement and watereing pipe with charcoal / coke andsalt as required for out door lighting system & indoor DBs. One for VTPN and 1 for washr room and 1 for cofee house .

Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.

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

Providing and fixing earth bus bar joint made of 20mmx3mm thick 125 mm long with 6 nos. G.I bolts , nuts, chuck nut and spring washers etc. complete as requried

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioC70:C80ning, protective covering and refilling the trench etc as required. Up to 35 sq. mm

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on surface of building walls addirected Upto 35 sq. mm (clamped with 1mm thick saddle)

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 35sq. Mm

Supply and making cable end termination with brass compression glands and crimped aluminium lugs following sizes of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade of the following sizes as required. 3C X 6 sq. mm (19mm)

Misecellineous Items - GI Pipes Supplying and embedding following G.I pipe of medium class for cable entry / road crossing of cable etc. including bending the pipe as required shape as required. b) 40 mm dia

Supplying of following LED lighting fixtures complete with Drive and Lamps with reflector/cover etc. complete as required:- Make : Sisk / CGL/ Havells/ Surya or Panasonic as approved 1 x 20 W LED 6500K retrofitting polycarbinateT8 tube with in built driver and heat sink double sided connection with compact commercial batten suitable for T8 LED tube Make ;CGL Cat Ref. LT820865 and for batten unilite DMLN1LT8-16 or equivalent Siska or Havells , phillips, bajaj as approved. for small class room lighting

UNDER GROUND CABLE WORKS Supply of following sizes of 1.1 KV grade single core/multicore aluminium conductor XLPE insulated and PVC sheathed armoured / unarmoured cable conforming to IS 1554 (Part-I) 1988.. Make ; RR Kable, Havells, Polycab, KEI Or equivalent as approved 3 Core, 6 sq.mm. XLPE ARMOURED Aluminium Cable. Form transformer to MDB

Construction of 400mm x 400mm x 400mm masonry manhole with air tight C.I. Cover requires for earthing point to cover.

EXTERIOR PAINTS / COATINGS Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

FORMWORK: Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform

HALF BRICK MASONRY 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)

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kind of soil

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

MS GRILL Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.

A provisional sum of Rs 5,86,225.00 (Rupees Five lakhs Eighty Six Thousand Two Hundred Twenty Five Only) for ESMP requirements is provided and to be operated and expended in whole or in part as per the instruction of Engineer.