Warehouse complex (Godown 3) at Sivasagar District

Amount

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.

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.

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. (b).Brick on edge soling.

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.

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 kinds of Soil

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).

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

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

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..

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.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Superstructure above plinth level in upto floor V level: 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.

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)

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

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

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).

PAINTING ON STEEL AND OTHER METAL SURFACE Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work.

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

Steel Work And Iron 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 .

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.

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.

DISMANTLING AND DEMOLISHING 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 leaner mix (i/c equivalent design mix)

Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: Channels, angles, tees and flats Ventilators

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.

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

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 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 and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).

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 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)

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.

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 steel conduit, 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. Group A

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 steel conduit, 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. Group B

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 steel conduit, 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. Group C

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 3.5 Core, 120 sq.mm. XLPE ARMOURED Aluminium Cable. Form transformer to MDB

Installation of Light fittings 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.

External lighting system Earthing 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 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.

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

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.(From SPN DB to SWitch boards) 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. 5/6amp switch

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

SUB POWER DISBTIBUTION BOARD Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, onsurface/ 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) 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.

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 Horizontal run)

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 cushioning, protective covering and refilling the trench etc as required. Upto 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 wall surface as required. 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)

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) 32 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

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

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

A provisional sum of Rs. 4,83,000.00 (Rupees Four lakhs Eighty Three Thousand only) for ESMP requirements is provided and to be operated and expended in whole or in part as per the instruction of Engineer.