Additional/alternation and special repairs to PSD building at ITR Chandipur

Amount

Demolition of brick work built in cement mortor

M&L for flyash brickwork with modular flyash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 complete all as specified and directed by engineer-in-charge.

M&L for flyash brickwork with modular flyash bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4 complete all as specified and directed by engineer-in-charge.

Demolition of reinforced cement concrete of any description in any position not otherwise specifically provided for,complete all as specified and directed by engineer-in-charge.

M&L for Providing precast cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) in landings cover slabs (for man holes etc) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM (1:4) incl necessary formwork ,complete all as specified and directed by engineer-in-charge.

M&L for Cement concrete type A0 (1:1.5:3) (using 12.5 mm stone aggregate) as in repair works as in wall small pores isolated narrow width of including necessary formwork and scaffolding, retaining wall, columns, pillars, beams and similar items all as specified and directed including taking down old one (supply only chemical/admixture mixed with concrete shall be measured and paid separately),complete all as specified and directed by engineer-in-charge.

M&L for applying cement slurry coat mixed with nito bond SBR of M/s fosroc (or equivalent materials as approved by GE for bonding new concrete with old concrete/brick sufrace all as per manufactures instructions (Nito bond SBR : Water :Cement 1:4:5) complete all as directed by Engr-in-Charge.

Supply only concrete admixturre super plasticizer like conplast SP of M/s fosroc chemicals or equivalent materials approved by GE,complete all as specified and directed by engineer-in-charge.

Demolition of cement concrete in ground floors and pavings n exc 15cm thickness(below or above ground level),complete all as specified and directed by engineer-in-charge.

M&L for hardcore of broken stone or boulders n exc 63mm deposited, spread and levelled in layers n exc 15cm thick watered and rammed to a true surfaces,complete all as specified and directed by engineer-in-charge.

M&L for cement conrete 1:2:4, 100mm thick, type B-1 using 20mm graded stone aggregate as in paving hardstanding and similar work,complete all as specified and directed by engineer-in-charge.

M&L for spike rolling to surfaces or making impressions of expanded metal, whilst the Concrete is green,complete all as specified and directed by engineer-in-charge.

M&L for PCC 1:3:6, type C2 using 40mm graded stone aggregate finished even and smooth without using extra cement as in plinth protection 50mm thick,complete all as specified and directed by engineer-in-charge.

M&L for cement concrete 1:4;8 type D2 (using 40mm graded stone aggregate )100mm thick as in sub base,complete all as specified and directed by engineer-in-charge.

M&L for cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) 40mm thick as in floors finished even and smooth using extra cement,complete all as specified and directed by engineer-in-charge.

M&L for 38mm width of glass dividing strips, 3mm thick and inserted in position to conform to design,complete all as specified and directed by engineer-in-charge.

Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises,complete all as specified and directed by engineer-in-charge.

M&L for Glazed coloured ceramic tiles in vertical surfaces size of each tile (300x200x7mm/300x450x7mm set and jointed in neat cement slurry and pointed in white or coloured cement to match with screed bed15mm thick cement mortar 1:4,complete all as specified and directed by engineer-in-charge.

M&L for Non skid coloured ceramic tiles,7 to 8mm thick (square/rectangular) area of each tile exc 0.06Sqm but n exc 0.11 Sqm in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15mm thick screed bed CM 1:6 , complete all as specified and directed by engineer-in-charge.

M&L for Vitrified ceramic tiles 10mm thick (square/rectangular)polished area of each tiles not exc 0.36 Sqm as in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match with screed bed 15mm thick in CM1:6,complete all as specified and directed by engineer-in-charge.

M&L for machine pressed precast concrete interlocking tiles any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 grade with grey cement and pigments including 20mm thick screed bed in CM 1:6,complete all as specified and directed by engineer-in-charge.

Completely removing of existing roof treatment of any description and any position including PCC roof padding of any thickness , complete all as specified and directed by engineer-in-charge.

Roughening surfaces of old concrete floors by picking, sweeping clean and washing down with water to remove dust etc,complete all as specified and directed by engineer-in-charge.

M & L for Brushing neat cement slurry with 3 kg of cement per Sqm,complete all as specified and directed by engineer-in-charge.

M&L PCC 1:2:4 type B-0 using 12.5mm stone aggregate as in padding concrete for getting proper slope/covering as specified (avg thickness 50mm),complete all as specified and directed by engineer-in-charge.

M&L for rendering 15mm thick avg in cement mortor 1:4 over roof surface mixed with WPC finsihed even and smooth without using extra cement after preparation of surface, complete all as specified and directed by engineer-in-charge.

M&L for applying evenly a coat of bituminous primer @ 0.3 Kg/Sqm over plastered surfaces of roof including preparation of surfaces, complete all as specified and directed by engineer-in-charge.

M&L for APP based polymeric membrane minimum weighing 3 Kg/Sqm and minimum 3mm thick reinforced with polyster non woven fabric (wt not less than 150 gms/Sqm laid on primed surface by forced application , complete all as specified and directed by engineer-in-charge.

M&L for preparation of new surfaces of APP of any description over 10cm width or girth not otherwise described any, applying two coats of aluminium paint, complete all as specified and directed by engineer-in-charge.

S&F Mild steel hand rails, half round or other steel section or core for hand rail straight portion, Drilled and counter sunk for balusters, running bars for doors, balusters, nosing to steps including embeding in conrete and screwing etc. Wind ties for roof including securing bolts, posts and struts in fencing including cuttings tops to shapes as directed, drilling, holes notching for wire etc, flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work conforming to Fe-290 Gde E-165, complete all as specified and directed by engineer-in-charge.

Taking down cement plaster of any description including raking out joints, hacking for keys, scrubbing down with water etc, complete all as specified and directed by engineer-in-charge.

M&L for 10mm thick cement plastering in CM 1:6 finished even and fair on ceiling, complete all as specified and directed by engineer-in-charge.

M&L for 15mm thick cement plastering in CM 1:6 finished even and fair on internal walls, complete all as specified and directed by engineer-in-charge.

M&L for sand filling under floor or in foundation including watering & consoldiation , complete all as specified and directed by engineer-in-charge.

M&L for 15mm thick cement plaster in CM 1:4 mixed with WPC as per manufactures instruction finished even and smooth without using extra cement on walls (WPC shall be paid separately), complete all as specified and directed by engineer-in-charge.

M&L for preparation of new plastered surfaces and applying 3 coat of white wash On walls, complete all as specified and directed by engineer-in-charge

M&L for preparation of new plastered surfaces and applying 3 coat of white wash On Ceiling, complete all as specified and directed by engineer-in-charge.

M&L for Preparation of newly plastered surfaces any applying two coats of oil emulsion distemper over a coat of chalk whiting primer, complete all as specified and directed by engineer-in-charge.

M&L for Preparation of old plastered surfaces and applying one coat of oil emulsion distemper, complete all as specified and directed by engineer-in-charge.

M&L for Preparation of newly plastered surfaces of wall and applying two coats of exterior emulsion paint over a coat of primer over a coat of thin layer of ready made wall care putty on external surface as directed, complete all as specified and directed by engineer-in-charge.

M&L for Complete removal of existing treatment and applying two coats of exterior emulsion paint over a coat of primer over a coat of thin layer of ready made wall care putty on external surface, complete all as specified and directed by engineer-in-charge.

Taking up or down 15mm bore steel tubing and connections, incl cleaning for re-fixing or removal to store,, complete all as specified and directed by engineer-in-charge.

Taking up or down 20mm bore steel tubing and connections, incl cleaning for re-fixing or removal to store, complete all as specified and directed by engineer-in-charge.

S&F 15mm bore tubes medium grade galvanised, with all fitting and laid in trenches ,wall , ceilings or laid in floors, complete all as specified and directed by engineer-in-charge.

S&F 20mm bore tubes medium grade galvanised, with all fitting and laid in trenches, wall , ceilings or laid in floors, complete all as specified and directed by engineer-in-charge.

Hoisting and fixing rotational moulded polyethylene water storage tank 1000 litrers capacity (cylindrical vertical with closed top) hoisted and fixed in position , complete all as specified and directed by engineer-in-charge.

S&F Bib taps, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe for for brass ferrule 15mm bore and fixed in repair, complete all as specified and directed by engineer-in-charge.

S&F pillar taps, cast copper alloy, with capstan heads, chromium plated, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with screwed shanks and fly nuts, screwed for iron pipe, 15mm bore and fixed, complete all as specified and directed by engineer-in-charge.

S&F Stop valves, cast copper alloy , screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions 15mm bore and fixed in repair, complete all as specified and directed by engineer-in-charge.

S&F bottle trap of 32mm dia PTMT having minimum water seal of 25mm (minimum weight 32mm-260gms/40mm-270 gms), complete all as specified and directed by engineer-in-charge.

S&F PVC connection 15mm size with PTMT nuts of length 450mm, complete all as specified and directed by engineer-in-charge.

Taking down rain water pipes (any size or patterns) including all fittings, heads shoes, bends, swan necks etc including cleaning, complete all as specified and directed by engineer-in-charge.

S&F 110 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints laid in fixed to walls, complete all as specified and directed by engineer-in-charge.

S&F 110mm bore PVC (SWR) bends any radius, complete all as specified and directed by engineer-in-charge.

S&F 110mm bore PVC (SWR) Cowls any radius, complete all as specified and directed by engineer-in-charge.

S & F Vitreous china squatting pan of pattern orissa Pattern size 580 x 440 mm white with 'P' or 'S' trap front or back inlet but excluding flushing cistern and flush pipe fixed in repair including placing in position in floor and embedded in cushion of PCC 1:7:12 type E-1 and finishing the top surfaces to match the existing flooring, complete all as specified and directed by engineer-in-charge.

S&F in repair, vitreous china wash down water closet pan (pedestal pattern) white incl traps, seat and cover, flush pipe, & connecting pipe, inlet and overflow pipes for flushing cistern incl jointing to sockets of flushing rim and connecting pipe to union of flushing cistern , complete all as specified and directed by engineer-in-charge.

S&F in repairs, 10 lit capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet ball valve, float and handle incl brackets and waste pipe , complete all as specified and directed by engineer-in-charge.

S&F in repair, Vitreous china wash hand basin, white, flat back, size 580 x 450mm size incl cutting for and pinning in ends of brackets or erecting stand incl fixing of flush and fixed in repair, complete all as specified and directed by engineer-in-charge.

S&F in repair, Vitreous china bowl urinal flat back size of 465 x 355x265mm white (minimum) with grating and union for discharge pipe, complete including providing and fixing plugs, bedding urinal against wall in CM 1:2 securing urinal to plugs with and incl 60mm long brass screws, pointing around urinal back in cement fixing automatic flushing cistern with brackets, flush pipe, complete all as specified and directed by engineer-in-charge.

Taking down chowkats or frames including shutters (without taking off shutters form the frame) area not exceeding 1.5 Sqm each, complete all as specified and directed by engineer-in-charge.

All as per item no. 62 above but exceeding 1.50 Sqm and not exceeding 4 Sqm, complete all as specified and directed by engineer-in-charge.

S&F Factory made solid panel PVC door shutter 30mm (style) consisting of frame made out of MS tubes for top & bottom rails MS frame shall be covered with heat moulded wood grain printed PVC sheet used 5mm thick x 15mm wide PVC sheet beading used inside tiles and rails and decorative beading of 10mm x 10mm (90 ) instead of exposed portion of PVC sheet beading and jointed together with solvent cement, supling & fixing in the frame at the site as per specification and drawing shown in SSR Part-I, complete all as specified and directed by engineer-in-charge.

S&F Solid PVC door frame of size 50mm X 47mm made out of 5mm wood grain printed PVC sheet reinforced with MS square tube and edges will be printed sheet fixing in opening as per specification and drawing etc, complete all as specified and directed by engineer-in-charge.

S&F Anodised aluminium powder coating frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc, complete all as specified and directed by engineer-in-charge. Note:- (Minimum thickness of powder coating 50 micron)

S&F Aluminium powder coating door shutters, aluminium section weighing 0.55 kg/m including necessary joining cleats, glazing clips, ruber neoprene packing, handels 2 Nos in each door, hinges, anodised aluminium snap beading screws etc, complete all as specified and directed by engineer-in-charge. Note:- (Minimum thickness of powder coating 50 micron)

S&F Anodised aluminium powder coating window and ventilators, shutters side hung type without sash bar, alu section weighing 0.55 kg/m incl necessary joining cleats, glazing clips, rubber packing, anodised alu snap beading screws, anodised alu fitting such as peg stays 150mm long (01 No) hinge type B-21, 100mm long (02 nos) suitable handle (01 No), complete all as specified and directed by engineer-in-charge.

S&F powder coated aluminium grill of DG-916, 10mm thick to aluminium window including all necessary fitting and fixtures complete all as directed by Engr-in-Charge.

M&L for preparation of new surfaces of steel or iron surfaces of any description over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed by engineer-in-charge.

S&F 5.0mm thick sheet glass ordinary quality and glazing complete in square n exc 0.50 Sqm each, complete all as specified and directed by engineer-in-charge.

S&F 150 mm long aluminium anodised barrel tower bolt of extruded section, complete all as specified and directed by engineer-in-charge.

S&F 100mm long Butt hingess,anodised extruded aluminium alloy with Galvanised MS Hinges pin and fixed, type B-21, complete all as specified and directed by engineer-in-charge.

S&F 125mm long anodised extruded Aluminium handles fabricated type, complete all as specified and directed by engineer-in-charge.

Dismantling structural steel work including doors gates etc, complete all as specified and directed by engineer-in-charge.

M&L for framed work as in doors or gates of angle or other section with gusset plates, braces etc complete, drilled for fixing of steel sheeting or other covering, Doors to be prepared for hanging or sliding with, and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging also fastening and fixing, complete all as specified and directed by engineer-in-charge.

S&F steel work in tubular trusses including special shaped washers etc complete using ERW or induction butt welded tubes conforming to IS 1162-1998 grade St-240, complete all as specified and directed by engineer-in-charge.

S&F 2mm thick fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screws and washers in roofs, walls etc fixed with 'L' or 'J' type hooks, class-IV, complete all as specified and directed by engineer-in-charge.

M&L for Pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed by engineer-in-charge.

M&L for Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed by engineer-in-charge.

M&L for MS TMT bars 10mm and above, cut to length, bent to shape required, including cranking, bending sprially for hooping for columns, hooking ends and binding with and including mild steel wire(annealed) not less than 0.9mm dia or securing with clips as in reinforcement, complete all as specified and directed by engineer-in-charge.

M&L for MS TMT bars 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending sprially for hooking for columns, hooking ends and binding with and including mild steel wire(annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed by engineer-in-charge.

All as per item no. 82 but 5mm dia and over upto and incl 10mm dia in stirrups, spaces, and binders, complete all as specified and directed by engineer-in-charge.

M&L for Boring holes 10m deep from ground level in soft/loose soil for single under reamed pile 300mm dia and getting out and disposal of surplus soil to a distance n exc 50m , complete all as specified and directed by engineer-in-charge.

M&L for RCC M-30 design mix with using 20mm graded stone aggregate as in foundation, including rafts, footing, foundation beams, plinth beams, bases for columns, etc basement slabs under reamed piles, pile cap and mass concrete, complete all as specified and directed by engineer-in-charge.

M&L for RCC M-30 design mix with using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts, complete all as specified and directed by engineer-in-charge.

M&L for RCC M-30 design mix with using 20mm graded stone agg as in beams, cantilvers, bressummers, lintetl, over 1.5m span, complete all as specified and directed by engineer-in-charge.

M&L for RCC M-30 design mix with using 20mm graded stone agg as in slab supported on walls, beams and columns in floors, roof, landing, balconies, canopies, desk slabs and in shelves and the like etc, complete all as specified and directed by engineer-in-charge.

M&L for Formwork to sides of rough finsihed surfaces of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter fair finished surfacces of concrete etc, complete all as specified and directed by engineer-in-charge.

M&L for Formwork to sides of rough finish surfaces of concrete pillars, posts, struts, piers, columns and stanchions fair finished surfaces of concrete etc, complete all as specified and directed by engineer-in-charge.

M&L for Formwork to sides and soffits of rough finish surfaces of concrete floor or roof beams, beam haunchings girders, bressummers, lintels, cantilvers, shelves including supoorts, overhanges, etc also splays between floors and beams fair finished surfaces of concrete etc, complete all as specified and directed by engineer-in-charge.

M&L for Formwork to soffits of rough finish surfaces of concrete suspended slabs such as roof slabs, floor slabs, landing and similar work not exc 200mm thick etc, complete all as specified and directed by engineer-in-charge.

Carrying out initial load test as per IS 2911(part-IV) 1985 for pile 300mm dia and 10m deep , complete all as specified and directed by engineer-in-charge. Vertical load test for safe load in compression

(Carrying out initial load test as per IS 2911(part-IV) 1985 for pile 300mm dia and 10m deep , complete all as specified and directed by engineer-in-charge. Uplift load test in compression.

Carrying out routine load test as per IS:2911 (Part-IV) 1985 complete on a single pile upto 1.5times of the designed load for pile 300mm dia and 10m deep , complete all as specified and directed by engineer-in-charge. Vertical load test for safe load in compression

Carrying out routine load test as per IS:2911 (Part-IV) 1985 complete on a single pile upto 1.5times of the designed load for pile 300mm dia and 10m deep , complete all as specified and directed by engineer-in-charge. Uplift load test in compression.

Dismantling wrought iron or mild steel work of any description not otherwise provided for

S&F collapsible steel gates, top hung, consisting of channel pickets, pivoted flat bars, top and bottom runners, brass handles etc., as specified, erected in position and securing runners with holdfasts and brackets, complete all as specified and directed by engineer-in-charge.

S&F stack clamps 75mm of bore out of 50mm by 5mm flat iron and 6mm dia round iron stays, including bolts and nuts and securing ends of stay to wall or roof, complete all as specified and directed by engineer-in-charge.

S&F 1.25 mm thick mild steel sheet of 125 mm dia eaves gutters, galvanised class 3, half round with rounded edges, complete all as specified and directed by engineer-in-charge.

M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc 15 cm thick, spread, levelled and blinded with earth and rammed including watering, complete all as specified and directed by engineer-in-charge.

Dismantling wall and ceiling boards (Fibre, pulp, insulation etc) or insulation boards/slabs /blankets, any thickness including cover fillets and existing electrical wiring, complete all as specified and directed by engineer-in-charge.

M&L for 12mm thick pre-laminated particle board, interior gate, prelaminated one side with decorative choice lamination and other side balancing white lamination fixed with screw to timber frame work as in false ceiling etc,, complete all as specified and directed by engineer-in-charge.

S&F 605X605 mm anodised aluminium snap grid frame work for false ceiling incl fixing of nuts bolt clamps with the help of drilling matching etc complete all as specified and directed by engineer in charge.

M&L for preparation of new surfaces of steel or iron surfaces of any descripton over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed by engineer-in-charge.

Supply only integral water proofing compound

Dismantling of water tank , capacity exceeding 500 ltrs and not exceeding 1000 ltrs, complete all as specified and directed by engineer-in-charge.

Hoisting and fixing rotational moulded polyethylene water storage tank 500 litrers capacity (cylindrical vertical with closed top) hoisted and fixed in position, complete all as specified and directed by engineer-in-charge.

Taking down carefully copper /aluminium point wiring (light, fan socket or power) complete, including fixture and fittings such as switches, ceiling rose, pendants, regulators, sockets, light fitting etc. removing materials to store for keeping in safe custody or for taking credit ( credit for above items should be made as per conditions separately) and making good disturbed surfaces of walls, floors etc, complete all as specified and directed by engineer-in-charge.

Material and labour for one light point or one fan point controlled by one switch concealed conduit wiring with copper conductor PVC insulated unsheathed cables of size 1.5 Sqmm of 2 run and one run of 1.5 Sqmm for earth continuity to be drawn in and including PVC non metallic conduit not less than 20 mm dia MS sheet metal switch / terminal box 1.2 mm thick and Hylum sheet, complete all as specified and directed by engineer-in-charge. Note: cutting ,chasing and plastering etc including in quoted rate.

All as per item No. 110 above but for 5 Amps Switch and socket combination on independent board, complete all as specified and directed by engineer-in-charge.

All as per item No. 110 above but for 5 /15 Amps Switch and socket combination with 2.5 Sqmm wire, on independent board complete all as specified and directed by engineer-in-charge.

Taking down sub main /Sub circuit wiring of any type and size including conduit / casing capping / batten wiring for necessary repair/ replacement, complete all as specified and directed by engineer-in-charge.

M&L for wiring for sub main wiring using FRLSH PVC insulated copper conductor cable of size 2 x 6 mm2 along with 1 x 6.0 mm2 single core cable for earth continuity to be drawn in and including 25 mm dia PVC non metalic conduit / recessed, complete all as specified and directed by engineer-in-charge. NOTE: 2 x 6 Sqmm + 1 x 6 Sqmm (3 run of 6 Sqmm ) to be measured as one unit .

M&L for wiring for sub main wiring using FRLSH PVC insulated copper conductor cable of size 2 x 4 mm2 along with 1 x 4 mm2 single core cable for earth continuity to be drawn in and including 25 mm dia PVC non metalic conduit / recessed, complete all as specified and directed by engineer-in-charge. NOTE: 2 x 4 Sqmm + 1 x 4 Sqmm (3 run of 4 Sqmm ) to be measured as one unit .

M&L for wiring for sub main wiring using FRLSH PVC insulated copper conductor cable of size 2 x 2.5 mm2 along with 1 x 2.5 mm2 single core cable for earth continuity to be drawn in and including 25 mm dia PVC non metalic conduit / recessed , complete all as specified and directed by engineer-in-charge. NOTE: 2 x 2.5 Sqmm + 1 x 2.5 Sqmm (3 run of 2.5 Sqmm ) to be measured as one unit .

M&L for switch piano, flush type single pole, one way 5 Amps including connection, complete all as specified and directed by engineer-in-charge.

M&L for switch socket combination 2 in 1, 5 Amps flush type including connection, complete all as specified and directed by engineer-in-charge.

M&L for switch socket outlet multipurpose 3 Pin, 15/5 Amps controlled by one switch, complete all as specified and directed by engineer-in-charge.

M&L ceiling rose PVC poly carbonate, isolated body with three terminals including connection, complete all as specified and directed by engineer-in-charge.

Supply and fixing stepped type electronic fan regulator flush type 230/240 volts, complete all as specified and directed by engineer-in-charge.

Taking down unserviceable switch fuse unit /MCB/DB with MCB, MCCB, fuse cut out etc for necessary repair / replacement, complete all as specified and directed by engineer-in-charge.

Supply and fixing of MCB DB double door,415 Volt AC, made of sheet steel phosphates, powder painted with bus bar, neutral link, earth bar and din rail type TPN 4 way, complete all as specified and directed by engineer-in-charge. .

Supply and fixing of MCB DB double door made of sheet steel phosphates,230 Volt AC,50 HZ, powder painted with bus bar, neutral link, earth bar and din rail type SPN 8 way, complete all as specified and directed by engineer-in-charge.

Supply and fixing MCB TPN (50-63) Amps, 415 Volt., complete all as specified and directed by engineer-in-charge.Make-L&T or other Equivalent

Supply and fixing MCB DP (6-32) amps, 415 Volts, complete all as specified and directed by engineer-in-charge.Make-L&T or other Equivalent

Supply and fixing MCB SP (6-32) Amps Rating 240 volt, complete all as specified and directed by engineer-in-charge. Make-L&T or other Equivalent

Supply and fixing of LED Fitting 2x20 W incl taking down existing fitting Make: C&S Cat No.LTIC00220WLED/WDI

Supply and fixing of LED Recess mounted 36 W of size 1'x4' incl , complete all as specified and directed by engineer-in-charge. Make: C&S CAT No.LTCRP36WLED1X4

Taking down ceiling/exhaust fan, dismantling blades and removing fan and blades, complete all as specified and directed by engineer-in-charge. Note: Exhaust fan to be deposited in MES store.

M & L for Servicing of fan, painting and hanging ceiling fan and connecting up including provision cable 3 core 1Sqmm from ceiling rose to connecor ceiling fan, complete all as specified and directed by engineer-in-charge.

Supply and fix sheet metal encloser with socket plug top and MCB's single pole and neutral of 20 amps , complete all as specified and directed by engineer-in-charge.

M & L for filling the hole of exhaust fan with brickwork and matching the wall with existing wall by plastering and colour washing, complete all as specified and directed by engineer-in-charge.

M&L for earthing with galvanized steel earth plate electrode of size 600 mm x 600 mm x 6.0 mm buried directly in ground (earth pit not less than 2.25 Mtr below normal ground level ) connected to galvanized earth wire 4 mm dia by means of bolts, nuts, check nuts and washers of galvanized iron or steel including 15 mm dia medium grade GI tubing for protection of earth lead, MS sheet metal funnel with wire mesh, watering pipe medium grade 20 mm dia, charcoal or coke and common salt in alternative layer of 15 Cm compacted thickness all around the electrode with concrete earth pit of PCC 1:3:6 type C1, 50 mm thick precast RCC (1:2:4) type B1 pit cover reinforced with 8 mm dia deformed bar and suitable handle made of 10 mm dia round bar including galvanised wir size 4 mm for extension of earth lead and necessary excavation, earth work, in soft/loose soil and disposal of spoils to a disance not exc 50 mtr and necessary connection and testing complete all as shown in electrical plate No. 3 of SSR Pt-I,2009 and, complete all as specified and directed by engineer-in-charge.

Excavation in trenches not exceeding 1.5m deep and not exceeding 1.5m wide and getting out in soft/lose soil for laying of pipe, post holes etc, complete all as specified and directed by engineer-in-charge.

All as per item No.135 here-in-before but hard/dense soil/PCC/Road cutting/hard standing including making good disturbed surface with plain cement concrete type(1:3:6)(using 40 mm gradded stone aggregate) to match the existing surface after laying of pipe , complete all as specified and directed by engineer-in-charge.

Returning,filling in, including spreading, leveling, watering and well ramming in layer not exceeding 25cm, complete all as specified and directed by engineer-in-charge.

Removing excavated material not exc 50 m and depositing where directed at level not exc 1.5 m above the starting point, complete all as specified and directed by engineer-in-charge.

S & F 40mm dia GI pipe of medium grade water tubing, with all fitttings,laid in trenches/wall complete all as specified and directed by engineer in charge.

All as per item no. 139 but 25 mm dia, complete all as specified and directed by engineer-in-charge.

S & F 25mm dia Gunmetal, globe or gate valve with iron wheel head, screwed both ends for iron pipe, complete all as specified and directed by engineer-in-charge.

Excavation in trenches n. exc 1.5 m wide and n.exc 1.5 m in depth and getting out soft/ loose soil complete all as specified and as directed for cable trenches, foundations etc.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and directed by engineer-in-charge.

Removing excavated material n.exc 50 m and depositing where directed at a level n. exc 1.5 mtr above the starting point all as directed, complete all as specified and directed by engineer-in-charge.

Supply and lay sand with approved fine grade around cable in cushioning for protection of under ground cable, 15cm deep before laying the cable and 8 cm deep over the cables in trenches including punning thickness upto 18cm and consolidation complete all as specified and directed by engineer-in-charge. Note: punning thickness only will be considered for payment.

Supply and lay burnt best quality locally available old size sub class 'B' bricks laid in trenches perpendicular to U/G cable for cable protection , complete all as specified and directed by engineer-in-charge.

Taking down old unserviceable Panel with U/S main switch of any capacity and size, complete all as specified and directed by engineer-in-charge.

Taking Down old unserviceable Street light fitting and GI bracket.of any size and capacity, complete all as specified and directed by engineer-in-charge.

Taking down old LT UG cable of any size and capacity from cable trench, complete all as specified and directed by engineer-in-charge.

Supply,laying and testing cable XLPE insulated,screened,PVC bedded,galvanized steel strip or wire armoured,electric power cables (heavy duty) 1100 volts grade with standard aluminium conductor of size 120 Sqmm 3.5 core, complete all as specified and directed by engineer-in-charge.

Supply and fixing LED STREET LIGHT, Indus Series, 230 Volt AC,50 Hz,of capacity 60 W LED with lens,IP66 powder coated pressure die cast aluminium compact High Power with heat resistant toughened glass with lens. including MS clamp in suitable size and light grade GI pipe 40 mm bore for street light bracket, complete all as specified and directed by engineer-in-charge.,Make-C&S Cat no. LTESS24X2.5HPLED/LS.

Supply,installing, testing and commissioning out door type LT feeder piller box of suitable size, padestal mounted, CPRI approved factory made totally enclosed, dust and vermin proof, IP 54 protection double leaf shutter in front and double leaf shutter in rear side made of 3.15 mm thick CRCA sheet of size not less than 1.5x1.2x0.6 M and framing with 50 x 50 x 5 mm thick MS angle iron duly fabricated and having proper locking arrangement in both front and rear door with 4 side slanting roof duly projected and painted to both internal and External surfaces with powder coating paint in heat process of sheet and suitable for 500 volts, 50 Hz, 3 phase 4 wire system and comprising with and including following accessories and mounted on PCC Plat form made out of PCC 1:3:6, 100 mm thick, 0.5 Mtr height from ground level all round the panel board complete with the following items housed in: (Panel 'A') BUSBAR :- 400 Amps rated cupper bus bar TPN duly insulated with coloured PVC sleeve as per standard colour code and rigidly mounted on bakelite/DMC insulator bus bar support (Square/round ) insulators of suitable size and good insulation resistance(Note- Busbar to MCCB will be connected through 25 sq mm copper cable. INCOMING:-(i) 4 Pole MCCB of capacity 400 Amps, 415 Volts, 50 Hz, breaking capacity 50 KA withmicroprocessor release type and overload adjustability and neutral protection -01 No (ii) Indicator lamp 'LED" type R-Y-B - 01 Set (ii) Digital Voltmeter upto range 500 volt-01 no (iii) Digital Ammeter upto range 500 Amps-01 no OUTGOING:- (a) 4 pole MCCB of capacity 200 Amps, breaking capacity 50 KA with microprocessor release - 01 No. (b) 4 pole MCCB of capacity 100 Amp, breaking capacity 36 KA with microprocessor release - 01 No. (c) 4 pole MCCB of capacity 63 Amps, breaking capacity 36 KA with microprocessor release - 03 Nos complete all as specified and directed by engineer-in-charge.

M & L for Earthing with galvanized steel earth plate electrode of size 60cm x 60cm x6mm electrode buried directly in ground (earth pit not less than 2.25 Mtr below normal ground level) connected to galvanized earth lead strip of size 25mm x 4mm by means of bolts, nuts, check nuts and washers of galvanized iron or steel including 40mm dia medium grade GI tubing for protection of earth lead, sheet metal funnel with wire mesh, watering pipe medium grade 20mm dia, charcoal or coke and common salt in alternative layer of 15cm compacted thickness all around the electrode with concrete earth pit of PCC 1:3:6 type C1, 50 mm thick pre cast RCC (1:2:4) type B1 pit cover reinforced with 8mm dia deformed bar and suitable handle made of 10mm dia round bar including aluminum strip size 25mmx3mm for extension of earth lead and necessary excavation, earth work in soft/loose soil and disposal of spoils to a distance not exceeding 15 Mtrs and necessary testing complete all as shown in electrical plate No. 3 at SSR Part-I 2009 and, complete all as specified and directed by engineer-in-charge.

S & F air termination single pointed aluminium rod 12mm dia and 300mm long, complete all as specified and directed by engineer-in-charge.

M & L for Test point terminal block made of gun metal or phosphorus bronze size 75x75x25mm, drilled and screwed including 3 nos. 8mm dia 25mm long hex. head screw complete all as specified & directed by Engr in Charge.

Supply fix and testing aluminum strip 25 x 3mm complete with shadle, insulator and fixing screw for fitting the strip complete all as specified and directed by Engr in Charge.

Material and labour for Pin type, porcelain, vitreous, white, brown or green insulator including one galvanised mild steel spindle, two galvaninised iron nut,50 mm height, 65 mm dia for 550 volts grade, complete all as specified and directed by engineer-in-charge.

S & F light grade tubes of size 40 mm dia galvanized, with all fitting complete, complete all as specified and directed by engineer-in-charge.

M & L for Earthing with galvanizes steel earth plate electrode of size 60cm x 60cm x 3.15 mm electrode buried directly in ground (earth pit not less than 2.25 Mtr below normal ground level) connected to galvanized earth lead strip of size 25mm x 4mm by means of bolts, nuts, check nuts and washers of galvanized iron or steel including 40mm dia medium grade GI tubing for protection of earth lead, sheet metal funnel with wire mesh, watering pipe medium grade 20mm dia, charcoal or coke and common salt in alternative layer of 15 cm compacted thickness all around the electrode with concrete earth pit of PCC 1:3:6 type C1, 50 mm thick pre cast RCC (1:2:4) type B1 pit cover reinforced with 8mm dia deformed bar and suitable handle made of 10mm dia round bar including aluminum strip size 25mmx3mm for extension of earth lead and necessary excavation, earth work in soft/loose soil and disposal of spoils to a distance not exceeding 15 Mtrs and necessary testing complete all as shown in electrical plate No. 3 at SSR Part-I 2009 and complete all as specified and directed by engnieer-in-charge.

M&L for PCC 1:2:4 type B1,20 mm graded aggregate set In cement mortar 1:6 for masonary with solid block,exceeding 10 cm in width and setting in mortar, complete all as specified and directed by engineer-in-charge.

Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundation etc and getting out in soft/loose soil , complete all as specified and directed by engineer-in-charge.

Returning filling including spreading levelling, watering and well ramming in layers n exc 25 cm, complete all as specified and directed by engineer-in-charge.

Removing excavated soil not exceeding 50m and depositing/spreading where directed at a level n exc 1.5m above the starting point, complete all as specified and directed by engineer-in-charge.

M &L for PCC 1:4:8 type D-2 using 40mm graded broken stone as in foundation, filling and mass concrete & path paving , complete all as specified and directed by engineer-in-charge.

M&L for SWG drain pipes 150mm dia pipe laid in trenches and jointed, complete all as specified and directed by engineer-in-charge.

M &L for concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested in type C2 1:3:6 using 40mm graded stone aggregate for 150mm bore pipes, complete all as specified and directed by engineer-in-charge.

M&L for flyash brickwork with modular flyash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 , complete all as specified and directed by engineer-in-charge.

M &L for cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in benching and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by engineer-in-charge.

M &L for Mild steel deformed twisted or TMT bars 6mm to 8mm dia, cut to length bent to shape required including cranking, bending spirally for hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed by engineer-in-charge.

M&L for Cutting into existing manholes for connecting new drains of 100 mm dia pipe, making good to pipe and rendering, cutting out existing benching and forming branch channel (1/2 round or 3/4 section ) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching, complete all as specified and directed by engineer-in-charge.

M&L for Providing precast cement concrete 1:2:4 type B-1 20mm graded stone aggregate as in landing, cover slab, shelves and similar work incl necessary formwork, complete all as specified and directed by engineer-in-charge.

M & L for Rendering 15mm thick cement plaster in CM 1:4 on brick/concrete surfaces, finished fairs even, complete all as specified and directed by engineer-in-charge.

Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundation etc and getting out in soft/loose soil , complete all as specified and directed by engineer-in-charge.

M&L for PCC 1:4:8 type D-2 using 40mm graded broken stone as in foundation, filling and mass concrete & path paving , complete all as specified and directed by engineer-in-charge.

M&L for flyash brickwork with modular flyash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 , complete all as specified and directed by engineer-in-charge.

M&L for Rendering 15mm thick cement plaster in CM 1:4 on brick/concrete surfaces, finished fairs even , complete all as specified and directed by engineer-in-charge.

M&L for Providing precast cement concrete 1:2:4 type B-1 20mm graded stone aggregate as in landing, cover slab, shelves and similar work incl necessary formwork, complete all as specified and directed by engineer-in-charge.

M&L for Mild steel deformed twisted or TMT bars 6mm to 8mm dia, cut to length bent to shape required including cranking, bending spirally for hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed by engineer-in-charge.

Returning filling including spreeding levelling, watering and well ramming in layers n exc 25 cm, complete all as specified and directed by engineer-in-charge.

Removing excavated soil n exc 50m and depositing/spreading where directed at a level n exc 1.5m above the starting point, complete all as specified and directed by engineer-in-charge.

M&L cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in coping etc, complete all as specified and directed by engineer-in-charge.

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ANIL KUMAR BISWAL