REPAIR TO GATE GARBAGE BINS DRAIN PATH HARD STANDING AND OTHER MISC WORK IN NANDINI COMPLEX AREA AND CAMOUFLAGING PAINTING TO BOUNDARY WALL SECURITY POSTS IN DOMEATIC AREA AT AF STN BHISIANA

Amount

Demolition of brick or stone boulder masnory, built in cement mortar including all quoins, arches, pillars, etc., but excluding ashlar facing, dressed stonework and percast concrete articles, complete all as specified and as directed by Engineer in Charge.

M&L for Brick work with subclass 'B' bricks, staright or curved on plan exc 6.00 mtr mean redius, biult in cement mortar (1:6), complete all as specified and as directed by Engineer in Charge.

Taking down cement plaster on brick or stone masonry any thickness Including raking out joints, hacking for key scrubbing down with water etc, complete all as specified and as directed by Engineer in Charge.

M&L for 15 mm thick Cement plaster in CM (1:4) on fair faces of brick work or concrete surfaces and finishing the surface even and fair (without using extra cement), complete all as specified and as directed by Engineer in Charge.

M&L for rough cast plaster on brick wall consisting under coat of cement and sand mortar (1:4) not less than 10mm thick and while it is still in plastic state the rough cast mixture consisting of crushed stone or fine gravel mixed with coarse sand and cement in the ratio 1:1:1 shall be applied and finish even, including applying two coat of cement base paint over and a coat of primer after preparation of new plastered surfaces, complete all as specified and as directed by Engineer in Charge.

M&L for 15mm thick cement plaster in CM (1:6) on fair faces of brick or concrete surfaces and finishing the surface even and fair, complete all as specified and as directed by Engineer in Charge.

M&L for rendering 5 mm thick in CM 1:3 on brick or concrete surfaces (in ceiling) etc finished even and fair, complete all as specified and as directed by Engineer in Charge.

M&L for applying three coats of white wash on newly plastered surfaces of ceiling including preparation of surfaces, complete all as specified and as directed by Engineer in Charge.

M&L for applying three coats of white wash on newly plastered surfaces of wall including preparation of surfaces, complete all as specified and as directed by Engineer in Charge.

M&L applying 1.5 mm avg thick wall care putty (JK/Birla/berger) on walls, including making surface even and smooth using sand paper before applying Priming coat, complete all as specified and as directed by Engineer in Charge.

M&L for Preparation of new plastered surfaces of walls and applying two coats of oil bound distemper acrylic, white or tinted of approved make over a coat of primer of same make by applying chalk whiting, complete all as specified and as directed by Engineer in Charge.

M&L for complete removal of existing treatment from wall upto plaster surface by sand paper/electric sand paper grinder, washing, rubbing down and stopping of existing treatment including cleaning of mortar drops, smoke soot, moulds, moss, efflorescent salts, trading oil, greasy spots etc and preparation of plastered surfaces finally rubbed and smooth with sand paper, complete all as specified and as directed by Engineer in Charge.

M&L for preparing new plastered surface of wall concrete surfaces (Plain or rough) and applying two coats of exterior emulsion paint in camouflaging pattern @ 1.43 litre/ 10 sqm over as generated by the station authority and RGB values variation from 110 to 171 by using 4 to 5 colour shades as per approved pattern at a height n. exc. 15 mtr as per sample approved by GE, complete all as specified and as directed by Engineer in Charge. Note: The percentage and shades of the colours may change as per pattern without any financial effect. (i) Engineer-in-Charge shall ensure complete quantity of material as per manufacturer's instruction shall be brought out by the bidder and to be deposited in MES Store Yard of AGE B/R-I before commencement of work. The material shall be issued to the contractor on daily basis as per requirement at site and record of the same shall be kept by Engineer in Charge. (ii) Double Scaffolding shall be provided by the contractor for execution of work, where required, rate for the same is included in unit rate quoted by the bidder and nothing extra shall be paid to the contractor on this account (iii) All safety measures shall be provided by the contractor to the labourers and nothing extra shall be paid by the department on this account. (iv) Due to electric fence on perimeter wall, special permission is to be required for execution of work & the same is required to be obtained from the Engineer in Charge before commencement of work but note that the work is required to be completed within the stipulated time.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and as directed by Engineer in Charge.

M&L for Non Skid coloured ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm in floors etc. including 15mm thick screed bed in CM (1:6) set and jointed in neat cement slurry and pointed in coloured cement to match, complete all as specified and as directed by Engineer in Charge.

M&L for Glazed ceramic coloured tiles in vertical surface 350x250x7mm/ 450x300x7mm thick or desired approved size by accepting officers including 10mm thick cement plaster in CM 1:4 set and jointed in neat cement slurry and pointed in colour cement to match, complete all as specified and as directed by Engineer in Charge.

M&L for Non skid coloured ceramic tiles/ Rectified tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15mm thick screed bed in CM (1:6) for laying floor finishes, complete all as specified and as directed by Engineer in Charge.

M&L for Non skid coloured ceramic tiles/ Rectified tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.36 sqm on vertical surfaces as in skirting set and jointed in neat cement slurry and pointed in white or coloured cement to match including 10mm thick cement plaster in CM 1:3 to receive vertical tiles, complete all as specified and as directed by Engineer in Charge.

Demolition Stone slabs and tiles of any description or thickness laid bedded & pointed in any mortar in floors/walls, aprons, complete all as specified and as directed by Engineer in Charge.

M&L for Granite (of any Type) work table rubbed and polished 18 mm thick machine cut,in steps, jams, pillars, window cills, cooking platforms and like laid and bedded over 15 mm thick cement mortar in CM(1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to macth with shade of granite, including making 01 x hole for gas pipe in each cooking platform, complete all as specified and as directed by Engineer in Charge.

M&L for machine cut kota stone slab flooring 18-20mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab over 15mm thick screed bed of CM1:4 including rubbing and polishing, complete all as specified and as directed by Engineer in Charge.

M&L for machine cut kota stone slab 14-16 mm thick in riser of steps ,skirting, dado and pillar laid over cement screed and cement slurry including 10mm thick cement plaster 1:3 CM to receive kota stone and jointed rubbing and polishing, complete all as specified and as directed by Engineer in Charge.

Rounding the edge of stone slabs one edge such as in steps, cooking platforms, and the other simmilar situation, complete all as specified and as directed by Engineer in Charge.

Demolition of cement concrete in ground floors and paving n exc 15 cm thickness (below or above ground level) and removal of debries from MD land, complete all as specified and as directed by Engineer in Charge.

M&L for 75 mm thick Cement concrete 1:4:8 type D-2 (Using 40mm graded aggregate) as in sub base to paving, complete all as specified and as directed by Engineer in Charge.

M&L for Coloured Chequred cement concrete tiles 30cm x 30 cm x 25 mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment, complete all as specified and as directed by Engineer in Charge.

M&L for machine pressed precast concrete interlocking paver block any shape and size conforming to IS-15658-2006 of 60mm thickness M-35 Grade with grey cement and pigment, complete all as specified and as directed by Engineer in Charge.

M&L for Machine pressed precast cement concrete interlocking paver block any shape and size confirming to IS-15658-2006 of 80mm thickness, M-40 Grade with grey cement and pigment, complete all as specified and as directed by Engineer in Charge.

M&L for sand cushning 25mm thick for interlocking tiles, complete all as specified and as directed by Engineer in Charge.

Taking down Chowkhats or frames with shutter not exc 1.5 Sqm each (without taking off shutters from the frames), complete all as specified and as directed by Engineer in Charge.

Taking down chowkats & shutters without taking off shutters from the frame, size of opening exc. 1.50 sqm but not exc 4 sqm each, complete all as specified and as directed by Engineer in Charge.

Taking down shutters of any description exc 1 sqm but n exc 2 sqm each, complete all as specified and as directed by Engineer in Charge.

S&F Pressed steel frames of size 125 X 60mm doors with one or more rebates including necessary fixing lugs,hinges, lock strike plate, etc, complete all as specified and as directed by Engineer in Charge.

S&F Pressed steel frames of size 105 X 60mm doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc, complete all as specified and as directed by Engineer in Charge.

M&L for Plain Cement Concrete 1:3:6 type C-1 (using 20 mm graded aggregate) as in back of pressed steel chowkhats etc, complete all as specified and as directed by Engineer in Charge.

S&F Solid PVC door frame of size 50mm x 47mm made out of 5mm plain coloured PVC sheet reinforced with MS square tube, supplying & fixing in opening as per specification and drawing, complete all as specified and as directed by Engineer in Charge.

S&F Factory made solid panel PVC door shutter 30mm thick (stile), consisting of frame made out of MS tubes for top & bottom rails. MS frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the MS frame welded/ sealed to the stiles & rails with suitable PVC sheet beading, and jointed together with solvent cement, supplying & fixing in the frame at site as per specification and drg, complete all as specified and as directed by Engineer in Charge.

S&F aluminium handle 150mm size cast type anodised, complete all as specified and as directed by Engineer in Charge.

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

S&F factory made IInd class hard wood (Hollock) 35mm thick plain framed, factory made panelled shutters (two panel) with lock rail and panel of 9mm BWP commercial ply or 12mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS-1003 (part – I), kiln seasoned and chemically pressure treated, complete all as specified and as directed by Engineer in Charge.

S&F factory made glazed and skelton shutter IInd class hard wood 35mm thick, open rebated and prepare to receive glass, gauge etc. (without sash bars) edge of framing plain chamfered or rounded fitted with cut and mitred beads for securing glass etc and including glazing 3 mm thick and fixing wire cloth, complete all as specified and as directed by Engineer in Charge.

S&F 100mm Butt hinges medium weight, cold rolled mild steel, complete all as specified and as directed by Engineer in Charge.

S&F 200mm Aluminium anodised barrel tower bolts of extruded section, complete all as specified and as directed by Engineer in Charge.

S&F 150mm Aluminium handles, fabricated type, complete all as specified and as directed by Engineer in Charge.

S&F 250mm Mild steel sliding door bolts, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate, complete all as specified and as directed by Engineer in Charge.

S&F in repair mild steel 300mm ordinary rat tail rod pattern springs including roller and roller plate, complete all as specified and as directed by Engineer in Charge.

S&F in repair floor door stopper of size 140mm of aluminium ally body and tongue, anodised, with hard drawn steel spring, complete all as specified and as directed by Engineer in Charge.

S&F in repair of Aluminium body door cill at bottom part of door to stop entry of insect inside the room, complete all as specified and as directed by Engineer in Charge.

M&L for Shutters of any description exc 1 sqm, but not exc 2 sqm each taking down and refix in same opening after easing and cutting in required length and width with necessary screwing and naling if required, complete all as specified and as directed by Engineer in Charge.

S&F steel window/ ventilator of box section having 1.25 mm thick CRC sheet frame with double shutter inside gauged shutter and outside glazed shutter with one nos steel handle in each shutter, one nos peg stay in each shutter, complete with glazing bars and 08 Nos of 10 mm square guard bars in equal spacing, devoited or welded as per sample shown by Engr-in-Charge. (The rates includes 4 mm thick plain sheet glass and galvanized mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm and 2 coat of synthetic enamel paint over a red oxide primer), complete all as specified and as directed by Engineer in Charge. Note : The design of window to be facilitated by cooler fixing provision where ever reqd).

Hacking out old broken glass any thickness, size, quality or description from metal frame including punching or drilling out old glazing pins/ spring clips and providing, complete all as specified and as directed by Engineer in Charge.

S&F sheet glass 4mm thick ordinary quality and glazing with oil putty or fixed with wooden beads in square not exc. 0.5 Sqm in each pane, complete all as specified and as directed by Engineer in Charge.

S&F figured glass 4mm thick, pin head type and glazing with oil putty in square not exc. 0.5 Sqm in each pane, complete all as specified and as directed by Engineer in Charge.

S&F in repair MS powder coated Curtain Rods 18 to 20 mm bore over doors and windows, with fixing MS powder coated brackets, including screws,rawal plug and PVC powder coated fineals/ fency type end bulbs at each end of curtains rod, any colour etc, complete all as specified and as directed by Engineer in Charge.

S&F in repair 110 mm bore PVC (SWR) pipes (Medium duty) single socketed in any length with rubber ring joints fixed to walls/floor with and including taking out of old outlet pipe etc, complete all as specified and as directed by Engineer in Charge.

S&F in repair 110 mm bore PVC (SWR) bends any radius, complete all as specified and as directed by Engineer in Charge.

S&F in repair PVC (SWR) floor trap 75mm, plain with grating including jointing with solvent, complete all as specified and as directed by Engineer in Charge.

S&F 75 in repair mm bore PVC (SWR) pipes (Medium duty) single socketed in any length with rubber ring joints fixed to walls/floor with and including taking out of old outlet pipe etc, complete all as specified and as directed by Engineer in Charge.

S&F in repair 75 mm bore PVC (SWR) bends any radius, complete all as specified and as directed by Engineer in Charge.

S&F Stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with tinned tack or galvanised wire staple, complete all as specified and as directed by Engineer in Charge.

M&L for 15 mm dia tubes medium grade galvanised with all fitting and fixed to walls and ceilings or laid in floors including taking down and cleaning for removal to store etc, complete all as specified and as directed by Engineer in Charge.

M&L for 20 mm dia tubes, medium grade, galvanised with all fitting and fixed complete to walls and ceilings or laid in floors including taking down, complete all as specified and as directed by Engineer in Charge.

S&F in repairs PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets, complete all as specified and as directed by Engineer in Charge.

S&F in repairs Vitreous china squatting pan, 'Orissa' pattern, size 580 x 440 mm white, with integral foot rests complete including connection to trap and to flushing pipe, anti-syphonage pipe, etc, complete all as specified and as directed by Engineer in Charge.

S&F in repair Health faucet (ABS Body) mild steel pipe with 1.25 metre long flexible tube and ABS wall hook including making onnections and fixed in position, complete all as specified and as directed by Engineer in Charge.

S&F in repair Vitreous China wash basin, white, flat back, size 550x400mm fixed on brackets or stands, including 32 mm waste coupling of PTMT (half or full threaded)/ CP Brass and corrugated waste pipe with adopter of 900 mm long, complete all as specified and as directed by Engineer in Charge.

S&F in repair 15mm dia Pillar taps cast copper alloy, with capstan heads, chromium plated, screwed down high pressure with or without lettered Hot or Cold with long screwed shanks and flu-nuts screwed for iron pipe, complete all as specified and as directed by Engineer in Charge.

S&F in repair 15 mm bore Stop Valve chromium plated with long shank and cup (concealed type), cast copper alloy screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe or for union, complete all as specified and as directed by Engineer in Charge.

S&F in repair PVC connections 15 mm size with PTMT nuts of length 450mm, complete all as specified and as directed by Engineer in Charge.

S&F in repairs 15mm dia Bib taps, Chromium plated, screwed down, screwed for iron pipe or for brass ferrule and fixed, complete all as specified and as directed by Engineer in Charge.

S&F in repairs Chromium plated shower rose 125 mm size with or without swivel joints, including fixing to steel pipe or union, complete all as specified and as directed by Engineer in Charge.

S&F in repairs Aluminium anodised Tubular towel rail, 20mm dia, D type, 60cm long between flanges, complete all as specified and as directed by Engineer in Charge.

S&F in repair 15 mm dia Brass CP mixer for mixing hot & cold water screwed down for iron pipe, complete all as specified and as directed by Engineer in Charge.

S&F in repair brass spindle for bib tap, pillar tap, stop cock,angle valve, wall mixture and basin mixture of any description etc, complete all as specified and as directed by Engineer in Charge.

S&F in repair, sinks made of stainless steel 1mm thick kitchen or labo-ratory with plugs, washers and wastes; including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to pipe, overall size 495mm x 420mm bowl size 410mm x 330mm x 160mm, including 40 mm bore dia CP waste coupling (half/full threaded with 900 mm and PVC waste pipe min 900 mm long complete, complete all as specified and as directed by Engineer in Charge.

S&F in repair 32 mm dia PVC waste pipe for WHB and sink 90 cm long with union, complete all as specified and directed. equivalent), complete all as specified and as directed by Engineer in Charge.

S&F in repair ball valves, high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball, screwed for iron pipe and fixed for 20 mm bore size (Minimum weight 210 gms), complete all as specified and as directed by Engineer in Charge.

Dismantling water tanks Exc 250 Ltr and n exc 500 Ltr and removing to store, complete all as specified and as directed by Engineer in Charge.

M&L for three layered white colour Rotational moulded polyethylene water storage tanks of 500 ltr Capacity (Cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I, complete all as specified and as directed by Engineer in Charge.

S&F for Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc, complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for anging 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 as directed by Engineer in Charge.

S&F 1.25 mm Thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched, including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, complete all as specified and as directed by Engineer in Charge.

S&F Hard drawn steel wire fabric cut to lengths, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9mm in dia supplied and weight exc 4 kg per sqm and fixed in reinforcemnt, complete all as specified and as directed by Engineer in Charge.

M&L applying Two coats of Synthetic enamel paint over a coat of pink primer including prepration of new or previously untreated wooden surfaces of any description not otherwise described over 10 cm width or girth, complete all as specified and as directed by Engineer in Charge.

M&L for Applying a coat of synthetic enamel paint over old painted wooden surfaces of any description having width/girth exceeding 10cm, complete all as specified and as directed by Engineer in Charge.

M&L for preparation of new steel surfaces of any description not otherwise described over 10cm width or grith and applying two coats of synthetic enamel paint over a coat of red oxide primer exposed to view surfaces, complete all as specified and as directed by Engineer in Charge.

M&L for Applying a coat of synthetic enamel paint over old painted steel/iron surfaces of any description having width/girth exceeding 10 cm, complete all as specified and as directed by Engineer in Charge.

M&L for 75 mm thick Plain Cement Concrete 1:3:6 type C-1 (Using 20mm graded stone aggregate) as in plinth protection finishing cement concrete surface even and fair without using extra cement, including making construction joint at a interval not exceeding 3.00 m and at each corner and filled with sealing compound with grade A (normal) in 25/30, complete all as specified and as directed by Engineer in Charge.

M&L cement concrete 1:3:6 type C1 (Using 20 mm graded stone aggregate) in surface channel and drain, complete all as specified and as directed by Engineer in Charge.

M&L for brick work with sub class 'B' brick old size straight & curved on plan to any radius in half brick thick wall built in CM 1:4, complete all as specified and as directed by Engineer in Charge.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement incl forms moulds stopped end, complete all as specified and as directed by Engineer in Charge.

M&L Providing cement concrete with type B0, 1:2:4 (Using 12.5mm graded aggregate) as in coping/ kerb and the like including for use of form work (straight or curved) weathering slightly rounded or chamferred angles and throating, complete all as specified and as directed by Engineer in Charge.

M&L for 100 mm thick cement concrete type C-2, 1:3:6 (Using 40 mm graded stone aggregate), as in sub base of floor, complete all as specified and as directed by Engineer in Charge.

S&F Kitchen Plate rack with of size 750x600x250mm of stainless steel, complete all as specified and as directed by Engineer in Charge.

Dismentling of boarding in any position and in any description fixed with nail, complete all as specified and as directed by Engineer in Charge.

S&F of 18 mm thick PVC ply of Plain color fixed with screws, solvent cement/ adhesive to make cupboards, kitchen cabinet sides top and bottom and shelves inside the cabinets/ cupboards, complete all as specified and as directed by Engineer in Charge.

S&F of 18 mm thick PVC ply of one side Prelam/ Rigidlam and other side balancing laminate colour to make cupbaord, kitchen cabinet Shutter/ drawer Front sides, complete all as specified and as directed by Engineer in Charge.

S&F of 5 mm thick PVC ply of plain white colour fixed with screws, solvent cement/ adhesive to make cupbaords, kitchen cabinet back covering and pull out drawer base, complete all as specified and as directed by Engineer in Charge.

S&F for 20mm wide & 1mm thick PVC EDGE BEDDING of PVC pested on edges with suitable adhesive, complete all as specified and as directed by Engineer in Charge.

S&F of Ball bearing runners 45 mm Telescopic Channel (20 Inch ) full extension load capacity 50 kgs, complete all as specified and as directed by Engineer in Charge.

S&F of stainless steel handles 100 mm size for kitchen cabinet shutters, complete all as specified and as directed by Engineer in Charge.

M&L Continous piano hinges stainless steel, bright finish width of flaps when open 30 mm, complete all as specified and as directed by Engineer in Charge.

S&F Hasp and staple safety type aluminium powder coated with mild steel pin inculding bolt to hinge plate and fix with screws 150 mm size of hasps and staples, complete all as specified and as directed by Engineer in Charge.

S&F Magnetic catcher for cupboards complete as all specified and directed by Engineer in Charge, complete all as specified and as directed by Engineer in Charge.

M&L for providing cement concrete type BO, 1:2:4 (using 12.5 mm graded stone aggregate) providing slope, maintain level, roof kerbs or mud stops rounded or chamfered edges, complete all as specified and as directed by Engineer in Charge.

M&L for 10mm thick Screed bed or bedding layer in cement mortar 1:4, laid on roof, mixed with water proofing compound when concrete is green, as per manufacturere instructions, complete all as specified and as directed by Engineer in Charge. (Note - Water proofing compound shall be measured and paid separately).

Supply only integral water proofing compound, ISI marked, complete all as specified and as directed by Engineer in Charge.

Demolition of cement concrete (unreinforced) exc 15cm thickness but above ground floor, sunkan floor, complete all as specified and as directed by Engineer in Charge.

M&L for 15 mm thick rendering in cement mortar (1:3) as in sunken portion walls and floor, mixed with water proofing compound 3% by weight of cement, finishing surfaces even & smooth without using extra cement, complete all as specified and as directed by Engineer in Charge. (Note :- water proofing compound shall be measured and paid under appropriate item of this Sch ‘A’)

M&L for bitumen hot blown any grade, applied hot, in two coats to concrete surfaces at the rate of 1.5 Kg per Sqm per coat, including cleaning of surfaces,, complete all as specified and as directed by Engineer in Charge.

M&L for laying 50 micron polythelene film, black in floors of sunkan, complete all as specified and as directed by Engineer in Charge.

M&L for Plain Cement Concrete 1:5:10 type E-2 (using 40mm graded stone aggregate) as in filling of sunken floor and mass concrete, complete all as specified and as directed by Engineer in Charge.

M&L for 50 mm dia GI spought pipe fixed in sunken floors by means of cutting holes in wall/ taking down old u/s pipe, fixed and beded in cement mortor/ PCC (1:2:4) and making good the disturbed portion of wall, complete all as specified and as directed by Engineer in Charge.

M&L for Repairs/ Maintenance to Steel Gate along with fencing/ wall, Oiling/ Greasing of all Moving Parts of the Gate and making Serviceable for smooth functioning, Free Movement of Gate including replacement and welding, drilling, etc. of all Minor Parts (viz Nuts, Bolts, Rods, Flat Iron, Angle Iron, Guide Rail, Ball Bearing, etc. of Steel Gate, area n. exc. 20 SQUARE METRE Each (approximately), complete all as specified and as directed by Engineer in Charge.

Surface excavtion not exc. 30 cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and as directed by Engineer in Charge.

Excavation in post holes (or similar holes ) in any type of soil each n exe 0.5 cu.m, gettting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exeeding 25cm, watering, and removing surplus soil to a distance n exe 50 m and making good surface, complete all as specified and as directed by Engineer in Charge.

M&L for Hardcore of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders, complete all as specified and as directed by Engineer in Charge.

M&L for Plain Cement Concrete 1:4:8 type D2 (Using 40 mm graded stone aggregate) as in sub bases, 75 mm thick finished even & rough to receive finishing layer, etc, complete all as specified and as directed by Engineer in Charge.

M&L for cement concrete 1:2:4, type C-2 (using 40mm graded aggregete as in foundation and mass concrete, complete all as specified and as directed by Engineer in Charge.

S&F Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated in Fe-290 (Gde E165) etc, complete all as specified and as directed by Engineer in Charge.

M&L for steel work in tubular post, trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240, complete all as specified and as directed by Engineer in Charge.

S&F 0.50 mm thick prepainted galvatume alumininum zinc coating GI based corrugated steel sheet of an colour having tensile strenght of 550 Mpa as in roof covering /Cladding to wall fixed with self tapping, complete all as specified and as directed by Engineer in Charge.

Removing surplus excavated material (soil) to distance exc. 250 m but not exc 500 m and depositing where directed at a level not exc. 1.50 m above the starting point, complete all as specified and as directed by Engineer in Charge.

M&L for complete removal of existing treatment, by using mechanical steel brushes and preparing un-decorated surface of wall or concrete surfaces including brooming down or steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots, complete all as specified and as directed by Engineer in Charge.

M&L for a coat of primer with alkali resistant on walls over old/new bricks or conc surfaces before two coat of camouflage painting of same make, complete all as specified and as directed by Engineer in Charge.

M&L for preparing old existing treated surface and applying two coats of exterior emulsion paint in camouflaging pattern @ 1.43 litre/ 10 sqm over as generated by the station authority and RGB values variation from 110 to 171 by using 4 to 5 colour shades as per approved pattern at a height n. exc. 15 mtr as per sample approved by GE, complete all as specified and as directed by Engineer in Charge. Note: (i) The percentage and shades of the colours may change as per pattern without any financial effect. Note- (ii) Engineer-in-Charge shall ensure complete quantity of material as per manufacturer's instruction shall be brought out by the contractor and to be deposited in MES Store Yard of AGE B/R I before commencement of work. The material shall be issued to the contractor on daily basis as per requirement at site and record of the same shall be kept by Engineer in Charge. (iii) Double Scaffolding shall be provided by the contractor for execution of work, where required, rate for the same is included in unit rate quoted by the bidder and nothing extra shall be paid to the bidder on this account (iv) All safety measures shall be provided by the contractor to the labourers and nothing extra shall be paid by the department on this account. (v) Due to electric fence on perimeter wall, special permission is to be required for execution of work & the same is required to be obtained from the Engineer in Charge before commencement of work but note that the work is required to be completed within the stipulated time.

M&L for preparing old plastered surface of wall concrete surfaces (Plain or rough) and applying one coats of exterior emulsion paint in camouflaging pattern @ 1.43 litre/ 10 sqm over and generated by the station authority and RGB values variation from 110 to 171 by using 4 to 5 colour shades as per approved pattern at a height n. exc. 15 mtr as per sample approved by GE, complete all as specified and as directed by Engineer in Charge. Note:- (i) The percentage and shades of the colours may change as per pattern without any financial effect. Note- (ii) Engineer-in-Charge shall ensure complete quantity of material as per manufacturer's instruction shall be brought out by the contractor and to be deposited in MES Store Yard of AGE B/R I before commencement of work. The material shall be issued to the contractor on daily basis as per requirement at site and record of the same shall be kept by Engineer in Charge. (iii) Double Scaffolding shall be provided by the contractor for execution of work, where required, rate for the same is included in unit rate quoted by the bidder and nothing extra shall be paid to the bidder on this account (iv) All safety measures shall be provided by the contractor to the labourers and nothing extra shall be paid by the department on this account. (v) Due to electric fence on perimeter wall, special permission is to be required for execution of work & the same is required to be obtained from the Engineer in Charge before commencement of work but note that the work is required to be completed within the stipulated time.

RAKESH KUMAR GARG & CO. (BID ID -3359206)

M/s Luxmi Constructions (BID ID -3357777)