NIT75

Amount

Dismantling of plain or corrugated AC/steel sheeting, any gauge, thickness, including any pattern roof coverings, complete all as specified and directed by Engineer-In-Charge.

Dismantling of wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/ slabs/ blankets, any thickness, including cover fillets, complete all as specified and as directed by Engineer-In-Charge.

Dismantling of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and as directed by Engineer-In-Charge.

Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc, complete all as specified and as directed by Engineer-In-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified.

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.

Demolition of cement concrete (reinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level), including cleaning, removal and disposal of rubbish/ waste materials from premises, complete all as specified and as directed by Engineer-In-Charge.

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in any type of soil, omplete all as specified and directed.

Add to (or deduct from) last item for every 3 cm or part thereof above or below 15 cm average depth and getting out in any type of soil, complete all as specified and directed.

Excavation in trenches n exc 1.5 metre wide & n. exc 1.5 metre in depth for foundation etc or for shafts, wells, cesspits manholes, pier holes etc n. exc 10 Sqm on plan n. exc 1.5 metre in depth and getting out in any type of soil, complete all as specified.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25Cm, complete all as specified and directed by Engineer-In-Charge.

Removing excavated materials/ soils, to a distance not exceeding 50mtrs and depositing where directed at a level not exceeding 1.50mtrs, complete all as specified and directed by Engineer-In-Charge.

Plain cement concrete M-10(1:3:6), type C-2 (using 40mm crushed stone aggregates) as in bed to drain pipes of 150mm bore including packing under, and haunching against the sides of pipes after they are laid and tested; after laying, complete all as specified and as directed by Engineer-In-Charge.

Salt-glazed stoneware drain pipes, internal 150mm, laid in trenches and jointed in cement mortar 1:1, complete all as specified and as directed by Engineer-In-Charge.

150 mm dia reinforced concrete hume pipe, class NP-3, laid & jointed with collars laid in trenches/ or across roads complete all as specified.

Plain cement concrete Nominal Mix M-7.50(1:4:8), type D-2 (using 40mm graded crushed stone aggregate), as mass concrete in foundation, complete all as specified and as directed by Engineer-In-Charge.

Pre-cast cement concrete block, M-15(1:2:4), type B-1 (using 20mm crushed stone aggregates) as in masonry with solid blocks, exceeding 10cm in width and setting in cement mortar 1:6, complete all as specified and as directed by Engineer-In-Charge.

Precast reinforced cement concrete M-20(1:1.5:3), type A-1, (using 20mm graded crushed stone aggregate), nominal mix, as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs and similar articles with plain faces as specified in clause No- 4.11.16 of SSR Part-I (2009), set in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.

Construction of soakage well of 3.6 mtrs dia and 6.0 mtrs in depth, in any type of soil including plain cement concrete M-10(1:3:6), type C-2 (using 40mm graded crushed stone aggregates) in foundation and honeycombed brick masonry in cement mortar 1:4 and reinforced cement concrete cover slab, M-25, type A-1 (using 20mm graded crushed stone aggregates), complete all as specified and as shown in drawing. Drawing No- CE/TD/1202/03 sheet 1/2 and 2/2 dated 09.10.03 revised 14.10.14 and 11.05.07.

Construction of soakage well of 2.4 mtrs dia and 4.5 mtrs in depth, in any type of soil including plain cement concrete M-10(1:3:6), type C-2 (using 40mm graded crushed stone aggregates) in foundation and honeycombed brick masonry in cement mortar 1:4 and reinforced cement concrete cover slab, M-25, type A-1 (using 20mm graded crushed stone aggregates), complete all as specified and as shown in drawing. Drawing No- CE/TD/1202/03 sheet 1/2 and 2/2 dated 09.10.03 revised 14.10.14 and 11.05.07.

Rolling and consodilating formation surface with 8 to 12 tonne power roller including filling in soft spots, depressions etc which occur during rolling (for portion coming in cutting/ original ground only) to required camber and gradient etc including watering before or during rolling all as specified.

150mm thick (Compacted thickness) soling (or sub base) with GSB grade-I, deposited, spread, levelled in one layer, surface formed and rolled and consolidated to required gradient and camber with 10 to 12 tonne power roller complete all as specified and directed.

Water bound macaadam 150mm thick (Compacted thickness) laid in two layers of 75mm thick each layer with coarse aggregate of (90 to 40 mm size using granite, trap or basalt stone of best quality locally available spread and rolled with 10 to 12 tonnes power roller, each layer will be consolidated separately and to required gradient and camber, complete all as specified.

Plain cement concrete M-15(1:2:4), type B-2 (using 40mm graded crushed stone aggregate), 150mm thick, as in sub base of floors, finish even to recive floor finishes, complete all as specified and as directed by Engineer-In-Charge.

Finishing surface of quality concrete roads, pavement by brooming with broom while concrte is green , complete all as specified and as directed by Engineer-In-Charge.

Forming dummy joints 10mm wide and 100mm deep in concrete pavement filled with polyurethane based sealent conforming to BS-5212-1990 or IS 11433-1995, in expansion / Construction / dummy joints including rounding of edges applying 2 coats of approved primer compatible with the brand of polysulphide and preparing the surface and applying masking tape along the edge of joints to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc Closed-cell Polyethylene foam back-up rod all as per manufacturer's specifications & complete all as specified and as directed by Engineer-In-Charge.

Forming Construction joints 10mm wide and 100mm deep in concrete pavement filled with polyurethane based sealent conforming to BS-5212-1990 or IS 11433-1995, in expansion / Construction / dummy joints including rounding of edges applying 2 coats of approved primer compatible with the brand of polysulphide and preparing the surface and applying masking tape along the edge of joints to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc Closed-cell Polyethylene foam back-up rod, all as per manufacturer's specifications & complete all as specified and as directed by Engineer-In-Charge.

Brickwork with subclass ‘B’ bricks, old size bricks, straight or curved on plan exceeding 6.0mtrs mean radius built in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.

Description all as per serial item No- 28 here-in-before but except bricks .

Plain cement concrete Nominal Mix M-10(1:3:6), type C-2 (using 40mm graded crushed stone aggregate), 100mm thick, as in sub base of floors, finish even to recive floor finishes, complete all as specified and as directed by Engineer-In-Charge.

Plain cement concrete Nominal Mix M-7.50(1:4:8), type D-2 (using 40mm graded crushed stone aggregate), 75mm thick, as in sub base of floors, finish even to recive floor finishes, complete all as specified and as directed by Engineer-In-Charge.

Plain cement concrete Nominal Mix M-15(1:2:4), type B-1 (using 20mm graded crushed stone aggregate), nominal mix, 40mm thick, as in floors, finished even and smooth without using extra cement, complete all as specified and as directed by Engineer-In-Charge.

Rendering 15mm thick on fair faces of brick work or concrete surfaces, in cement mortar 1:4, including mixing water proofing compound @ 3% by weight in cement, rendering is to be finished even and smooth (without using extra lime or cement), complete all as specified and as directed by Engineer-In-Charge. Note: Cost of water proofing compound shall deemed included in quoted rates.

Rendering 15mm thick, on any surface of brick or concrete surfaces, in cement mortar 1:6, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-In-Charge.

Rendering 15mm thick, on fair faces of brick or concrete surfaces, in cement mortar 1:4, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-In-Charge.

Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally 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, complete all as specified and directed by Engineer-In-Charge.

Mild steel TMT bars 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally 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, complete all as specified and directed by Engineer-In-Charge.

Plain cement concrete M-15(1:2:4), type B-1, (using 20mm graded crushed stone aggregate), nominal mix, as in copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary form work, complete all as specified and as directed by Engineer-In-Charge.

Rolled mild steel sections as in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc, conforming to Fe 410-W (Gde- E- 250) quality-A, complete all as specified and as directed by Engineer-In-Charge.

Rolled mild steel sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates, conforming to Fe-410 (Gde-E-250) quality-B, complete all as specified and as directed by Engineer-In-Charge.

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cms thick, watering, ramming/ rolling and finishing to required size, shape, etc. not exceeding 1.5 metre high from base, complete all as specified.

Preparation of new plastered or unplastered surfaces of walls and applying three coats of white washing, complete all as specified and as directed by Engineer-In-Charge.

Preparation of new or previously untreated steel surfaces of any description, not otherwise described, over 10cm width or girth including and applying two coats of synthetic enamel paint over one coat of zinc chrome/ red oxide primer, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old painted steel surfaces of any description, not otherwise described, over 10cm width or girth including and applying one coat of synthetic enamel paint, 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, including forms, moulds, mitred/ stopped ends etc., complete all as specified and as directed by Engineer-In-Charge.

Extra for forming fair finished drain or channel exc 30 CM but not exc 45 CM inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc., complete all as specified and as directed by Engineer-In-Charge.

Asbestos cement two piece adjustable plain wing ridge 6mm thick, serrated ridge for corrugated or semi-corrugated sheets, fixed with 'L or 'J' type hooks or cranked hook bolts, complete all as specified and as directed by Engineer-In-Charge.

Cement sheeting, grey, 6mm thick, non-asbestos, corrugated or semi-corrugated sheets in roofs, walls etc., walls etc, fixed with 'L or 'J' type hooks or cranked hook bolts, complete all as specified and as directed by Engineer-In-Charge.

Hardcore of broken stone, gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface

Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, laid over 30mm thick well rammed sand cushion laid over and including sub base of 75mm thick of plain cement concrete M-7.50(1:4:8), type D-2 (using 40mm graded crushed stone aggregate), with grey cement and no pigment, complete all as specified and as directed by Engineer-In-Charge.

Plain cement concrete Nominal Mix (1:3:6) M-10, type C-2 (using 40mm graded crushed stone aggregate), as in or as mass concrete in foundation, complete all as specified and as directed by Engineer-In-Charge.

Preparation of new plastered or unplastered surfaces of walls and applying two coats of cement paint over one coat lime wash, complete all as specified and as directed by Engineer-In-Charge.

Plain cement concrete Nominal Mix (1:3:6) M-10, type C-1 (using 20mm graded crushed stone aggregate), 50mm thick, as in plinth protection and providing the joints throughout the thickness, filled with mastic filling comprising bitumen 85/25 grade and sand mixture 1:3 by weight, complete all as specified and as directed by Engineer-In-Charge.

Framed work as in doors or gates of angle or other section with gusset plates, MS Plate, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. 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, conforming to Fe 410-W (Gde- E- 250) quality-B, complete all as specified and as directed by Engineer-In-Charge.

Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm long and not exc 10 cm long, diameter of neck 16 to 20mm, complete all as specified.

1.25mm thick Mild steel, plain, black sheet in steel gates and similar work, cut to size, holes punched; including round headed screws, fixed to steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required, complete all as specified and as directed by Engineer-In-Charge.

Chequered cement concrete pre-laminated coloured tiles size 300mmx300mmx20/25mm thick, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles, laid over and including 20mm thick screed bed or bedding layer in cement mortar 1:6 laid over and including 75mm thick sub base of Nominal Mix PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate, complete all as specified and as directed by Engineer-In-Charge.

Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc., complete all as specified and as directed by Engineer-In-Charge.

Granite (of any type) work (table rubbed and polished), 15-18mm thick, as in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite, complete all as specified and as directed by Engineer-In-Charge.

Excavating in post holes (or imilar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, in any type of soil, complete all as specified.

Plain, galvanised, mild steel sheeting, 0.80mm thick, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed)with grade of zinc coating 275, fixed with L-type or J-type or cranked hook bolts in lieu of screws, complete all as specified and as directed by Engineer-In-Charge.

Galvanised, corrugated mild steel sheeting 0.63mm thick with two corrugations side lap, fixed with L-type or J-type or cranked hook bolts in lieu of screws, in roofs, walls etc. with grade of zinc coating 275, complete all as specified and as directed by Engineer-In-Charge.

Mild steel works as in Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape 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 410-W (Gde- E- 250) quality-B, complete all as specified and as directed by Engineer-In-Charge.

Walling random rubble stone masonry with best quality stone, uncoursed, well bonded, bedded, solidly hearted and built in CM 1:4, all as specified.

Extra over for hammer dressing to face stones and dressing of face beds and joints brought upto course with maximum depression on face from a straight edge not exc. 40 mm and dressing face beds and all as specified and directed.

Plain cement concrete M-10(1:3:6), type C-2, (using 40mm graded crushed stone aggregate), nominal mix in bond stones set in CM 1:4, complete all as specified and as directed by Engineer-In-Charge.

M&L Flush pointing to random rubble masonry, uncoursed or brought upto coursesin CM 1:4, complete all as specified.

PVC (SWR) pipes, 110mm bore, single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and as directed by Engineer-In-Charge.

Hand packing with stone aggregates 20mm and above (25CMx25CMx25CM) at back of walls over as in weep holes etc. to the required level, complete all as specified and as directed by Engineer-In-Charge.

Preparation of new plastered surfaces of walls and applying two coats of distemper oil emulsion over one coat of chalk whitening, preparatory to distempering, after making surface smooth with 3mm thick birla white wall care putty, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old/ decorated, un-decorated, plastered or unplastered surfaces of walls including complete removal of existing treatment, making surface even and filling weather proof putty in small holes, cavaties, cracks and applying two coats of distemper oil emulsion over one coat of chalk whiting, preparatory to distempering, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old/ decorated, un-decorated, plastered or unplastered surfaces of walls including complete removal of existing treatment, making surface even and filling weather proof putty in small holes, cavaties, cracks and applying two coats of cement paint over one coat of lime wash, complete all as specified and as directed by Engineer-In-Charge.

Resecuring or easing and adjusting after taking down shutters of any descriptions, area exceeding 1.00 Sqm but not exceeding 2.00 Sqm and re-fixing in the same openning, complete all as specified and directed by Engineer-In-Charge.

Taking down of chowkhats or frame with shutters (without taking off shutters from the frames) area exceeding 1.50 Sqm but not exceeding 4.0 Sqm each, complete all as specified and as directed by Engineer-In-Charge.

Taking down of chowkhats or frame with shutters (without taking off shutters from the frames) area not exceeding 1.50 Sqm each, complete all as specified and as directed by Engineer-In-Charge.

Pressed steel frames for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., size of frame 125x60mm, complete all as specified and as directed by Engineer-In-Charge.

Plain cement concrete Nominal Mix (1:3:6) M-10, type C-1, (using 20mm graded crushed stone aggregate), nominal mix, as in cills, steps; plinth courses, string courses, lacing courses, copings, kneelers, apex stones, bed plates and in hold fasts or filling in hollow of steel frame, including necessary form work, complete all as specified and as directed by Engineer-In-Charge.

Factory made steel window, box type, using ERW hollow 'P' section, comprising double frame for and including gauged and glazed skeleton shutter with wire mesh and glass sheet 3.0mm thick, jointed internally and made with flat iron 40x4mm complete including grill/ guard bars of 8mm square bars fixed horizontally @100mm C/C including mild steel hinges, handles, tower bolts, stops, lugs etc, complete all as specified and as shown in drawing No- CEUZ/TD-1304, sheet No- 1/3 to 3/3 and as directed by Engineer-In-Charge.

Factory made steel ventilator , box type, using ERW hollow 'P' section, comprising double frame for and including gauged and glazed skeleton shutter with wire mesh and glass sheet 3.0mm thick, jointed internally and made with flat iron 40x4mm complete including grill/ guard bars of 8mm square bars fixed horizontally @100mm C/C including mild steel hinges, handles, tower bolts, stops, lugs etc, complete all as specified and as shown in drawing No- CEUZ/TD-1304, sheet No- 1/3 to 3/3 and as directed by Engineer-In-Charge.

Factory made, glazed and skeleton shutters in second class hardwood, 35mm thick, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of members of shutters as specified in SSR Part-I, Section 8, clause 8.24 (a); supplied and fitted to chowkhats, complete all as specified and as directed by Engineer-In-Charge.

Factory made, 35mm thick, second class hardwood, plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers: supplied and fitted to chowkats, complete all as specified and as directed by Engineer-In-Charge.

Galvanised mild steel wire cloth in repair, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks, or galvanised wire staples, , complete all as specified and as directed by Engineer-In-Charge.

Hacking out old broken glass (any thickness, size, quality or description) from wooden/ steel frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads, complete all as specified and directed by Engineer-In-Charge.

Sheet glass, 3.0mm thick, ordinary quality and glazing with oil putty or with wooden beadings, fixing in square not exceeding 0.50Per Square Metre in each pane, complete all as specified and as directed by Engineer-In-Charge.

Sheet glass, 3.0mm thick, figured glass, pin head type and glazing with oil putty in squares area not exceeding 0.50 Sqm in each pane, complete all as specified and as directed by Engineer-In-Charge.

Preparation of new or previously untreated wood or wooden surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over one coat of pink primer, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old painted wood/ wooden surfaces of any description, not otherwise described, over 10cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and as directed by Engineer-In-Charge.

Mild steel pressed handles, size 125mm, oval type, stove enamelled black, complete all as specified and as directed by Engineer-In-Charge.

Mild steel barrel tower bolts, size 200mm, stove enamelled black, with bright bolt and fixed, complete all as specified and as directed by Engineer-In-Charge.

Mild steel sliding door bolts, size 250mm long, plate type, stove enameled 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 and fixed, complete all as specified and as directed by Engineer-In-Charge.

Floor door stopper of cover plate 140mm, aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor, complete all as specified and as directed by Engineer-In-Charge.

Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering, fixed with self tapping screws as specified, complete all as specified and as directed by Engineer-In-Charge.

Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering, fixed with self tapping screws as specified, complete all as specified and as directed by Engineer-In-Charge.

Anodised aluminium snap grid frame work for false ceiling, powder coated, comprising of aluminium Tee (weight of section not less than 280 gms/mtr) and aluminium angle (weight of section not less than 280 gms/mtr), grid size 605x605mm, including Hangers 6.0mm dia, galvanised iron (upto1200mm length) adjusting level fixed to roof slabs by means of ceiling cleats made out of galvanised iron flat 40x3 mm size 60mm long and expansion hold fasteners 12.50mm dia, 40mm long, including Non-asbestos fibre cement building boards, 4.0mm thick, fixed or laid/ inserted to timber/ Galvanised Iron/ Aluminium framework/ snap grid, in ceiling flat or slopingcomplete all as specified and as directed by Engineer-In-Charge.

Non-skid, coloured, ceramic tiles 7 to 8mm thick (square/ rectangular) area of each tile exceeding 0.11 Per Square Metre but not exceeding 0.18 Per Square Metre, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match and including laid over screed bed or bedding layer of mortar 15mm thick in cement mortar 1:6, complete all as specified and as directed by Engineer-In-Charge.

Glazed ceramic tiles in vertical surface/ dado, size 300x450x7mm thick, 400x400x6/7mm thick, set and jointed in neat cement slurry and pointed in white or colour cement to match, the shade/ colour of tiles including 10mm thick rendering in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.

Vitrified Ceramic tiles 10mm thick (square/ rectangular) polished, non-skid, dark shed, area of each tiles not exceeding 0.36 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match, and including laid over screed bed or bedding layer of mortar 15mm thick in cement mortar 1:6, complete all as specified and as directed by Engineer-In-Charge.

Vitrified Ceramic tiles 10mm thick (square/ rectangular) polished, non-skid, dark shed, area of each tiles not exceeding 0.36 Sqm, set and fixing in skirting/ dado or any other vertical surfaces and pointed in white or coloured cement to match and including 10mm thick rendering in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.

Dismantling timber scantlings 40 Sqcm and over in section, in any position, complete all as specified and as directed by Engineer-In-Charge.

Clean sawn, second class hard-wood in scantlings, as in purnins, raftersand other members of truss, wrought timbers, complete all as specified and as directed by Engineer-In-Charge.

Preparing new/ previously untreated surfaces of wood and wood based materials of any description and girth, not otherwise described, and treated with two coats of creosote oil complete all as specified.

Aluminium handles, cast type, anodised, size 150mm, complete all as specified and as directed by Engineer-In-Charge.

Aluminium handles, cast type, anodised, size 150mm, fixed in repairs, complete all as specified and as directed by Engineer-In-Charge.

Aluminium anodised, barrel tower bolts of extruded Section, size 150mm long and fixed, complete all as specified and as directed by Engineer-In-Charge.

Aluminium anodised, barrel tower bolts of extruded Section, size 200mm long, fixed in repairs, complete all as specified and as directed by Engineer-In-Charge.

Aluminium alloy, anodised, sliding door bolt, size 250mm, with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy, fixed in repairs, complete all as specified and as directed by Engineer-In-Charge.

Cleaning of blocked/ choked SGSW/ Cast Iron drain pipes/ sewer lines of any dia and any types, in horizontal or vertical position by rodding, from manholes to manholes and manholes end to septic tanks/ soakage wells, flushing with pressure jet of water/ sewage suction machine after taking out existing manholes covers and putting back manhole covers in original position after cleaning of lines including removing the sludge and other waste materials/ blockage in drain pipes, transport to outside of Unit/ Cantonment area and spreading bleaching powder on top of manholes covers of septic/ soakage pits or in the surrounding areas to make hygienically fit, complete all as specified and as directed by Engineer-In-Charge. Note: Cost of transportation of waste materials shall be deemed included in quoted rates.

Taking down copper/aluminium point wiring (light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, 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 as directed by Engineer-In-Charge.

Point wiring for one light/ fan/ bell point controlled by one switch with 1.50 Sqmm, PVC insulated, unsheathed, single core, multi-stranded, copper conductor cable, 1100 Volts, using colour coding, drawn in and including non metallic medium grade rigid PVC conduit, fire resistance, ISI marked, 20mm dia including all accessories concealed by chasing/ cutting grooves in the surface of walls/ floors/ ceilings and making good the disturbed surface matching to existing descriptions/ specifications, with and including sunken type pressed steel/ welded mild steel terminal box 1.20mm thick coated with anti corrosive paint and with bakelite laminated sheet top cover 3.0mm thick and including FRLS PVC green insulated unsheathed 1.50 Sqmm copper earth continuity wire connected to earth dolly, complete all as specified and as directed by Engineer-In-Charge.

Description all as per serial item No- 109 here-in-before but for one 3- pin, 5-Amps, socket outlet on same board.

Description all as per serial item No- 109 here in before but for one 3-pin socket outlet 5-Amps on the independent board.

Point wiring for 3-pin, 15 Amps, switch socket combination on independent board with 4.0 Sqmm, PVC insulated, unsheathed, single core, multi-stranded, copper conductor cable, FRLS, 1100 Volts, using colour coding, drawn in and including non metallic medium grade rigid PVC conduit, fire resistance, ISI marked, 20mm dia including all accessories concealed by chasing/ cutting in the surface of walls/ floors/ ceilings and making good the disturbed surface matching to existing descriptions/ specifications, with and including sunken type pressed steel/ welded mild steel terminal box 1.20mm thick coated with anti corrosive paint with bakelite laminated sheet top cover 3.0mm thick and including FRLS PVC green insulated unsheathed 2.50 Sqmm copper earth continuity wire connected to earth dolly, complete all as specified and as directed by Engineer-In-Charge.

Lamp holder, PVC Polycarbonate type with back plate suitable for batten fittings, complete all as specified and as directed by Engineer-In-Charge.

Switch piano, flush type, single pole, one way, 5 Amps, complete all as specified and as directed by Engineer-In-Charge.

Switch piano, flush type, single pole, one way, 15 Amps, complete all as specified and as directed by Engineer-In-Charge.

Socket outlet, 2-in-1, 3-pin, 5-Amps, flush type, complete all as specified and as directed by Engineer-In-Charge.

Socket outlet, 2-in-1, 3-pin, 5 and 15 Amps, flush type, complete all as specified and as directed by Engineer-In-Charge.

Ceiling rose, three phase/ PVC/ polycarbonate, isolated body, of 65x50mm 3 terminals ISI marked, complete all as specified and as directed by Engineer-In-Charge.

Stepped type (multi-steps) electronic regulator for ceiling fan 1200 mm, 240 volts, 100 Watts, single pole, including connecting, complete all as specified and as directed by Engineer-In-Charge.

Supply and fixing LED lamp 10W, 240V, complete all as specified and directed by Egnr-in-Charge.

Sheet metal enclosures for Single Pole and Neutral distribution boxes with double door glazed for incorporating MCBs, IP-43, 8-way with 200 amps rated busbar, 240 volts, as per IS-8623, complete all as specified and as directed.

MCB, Single Pole and Neutral, 40 Amps, 240 volts, 50 Hz, 'C' curve including necessary incoming and outgoing electric connection with suitable size of copper lugs, complete all as specified and as directed by Engineer-In-Charge.

MCB, single pole, 6 to 32 Amps, 240 Volts, 50 Hz, including necessary incoming and out going electric connection with suitable size of copper lugs, complete all as specified and as directed by Engineer-In-Charge.

Ceiling fan, mettalic, sweep 1200mm, five star rating for energy saving, mettalic blades, copper wounded motor complete without fan regulator including hanging accessories i.e. U-clamp, down rod, canopy and nut bolts, washers, complete all as specified and as directed by Engineer-In-Charge. Make: Havells cat part No- FHCES5SWHT48/ Crompton Greaves Entrust 50/ Usha Ergo/ Bajaj Electra 50/ Orient Electric energy star

LED tube light fitting, 20 watt, indoor decorative aluminium extruded T5 LED battens, including LED lamp 20 Watt and connecting up with twin core twisted flexible copper conductor cable of suitable size, complete all as specified and as directed by Engineer-In-Charge. Make: Havells cat part No- E-Lite LED Curve LHEXBXPNIN1W020/ C&S cat part LTTB4F20WLED Or Equivalent Make in Osram

Street light fitting, Pressure die-cast IP 66 LED street light, including LED lamps of 45 Watt and connecting up with twin core twisted flexible copper conductor cable with suitable size, fixing in repairs, complete all as specified and as directed by Engineer-In-Charge. Make: Havells cat part No- LHETAXU7PN6J045/ Crompton Greaves cat part No- LSTP-45-CDL/ Wipro cat part No- LR02-501-XXX-57-XX .

Supply and laying GI tubing light grade 50mm dia with all fitting laid in trenches or fixed on wall along pole complete for protection of electric cable/strip complete all as specified by Engineer-in-Charge.

Replacement of old unserviceable/ damaged LT XLPE cable with new XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, heavy duty electric cable with aluminium conductor, 1100 Volts grade, cross-sectional area 16 Sqmm, 2.0-core, laid in trenches or passing through pipes, including suitable lugs and accessories for making connections at both ends, complete all as specified and as directed by Engineer-In-Charge.

Excavation in trenches, not exceeding 1.50 mtr wide and not exceeding 1.50mtr in depth; not exceeding 10 Sqm on plan and not exceeding 1.50 mtr in depth and getting out, in any type of soil, for laying electric cables or foundation of poles etc, complete all as specified.

Sand cushioning to protection of underground cables, laid 8 Cm before laying and 15 Cm after laying of cable, and punned to form an overall layer of 18 Cm thick, complete all as specified and directed by Engineer-In-Charge. Note: Punned thickness shall be measured.

Sub class ‘B’ bricks, modular size, brick covering laid dry, flat, transversally along the length of cable on sand cushioning for mechanical protection of cable, with width equal to the length of the brick, complete all as specified.

Earthing complete with galvanised iron earth plate electrode 600x600x6mm buried directly in ground (earth pit not less than 2.25mtr deep below ground level) with top edge of earth plate not less than 1.5mtr below normal ground level, connected with 4.0mm dia GI wire as earth lead, by means of bolts, nuts, check nuts and washers of galvanized iron or steel complete with 20mm dia GI light grade protection pipe, 20mm dia GI medium grade watering pipe with funnel including charcoal, dust, salt, PCC M-15, type B-1 in pit with precast RCC M-15(1:2:4), type B-1 (using 20mm graded crushed stone aggregates) in cover reinforced with XPM not less than 4.0 Kg per Sqm, test point etc. all as shown in electric plate No-3 of SSR Part-I (2009), complete with necessary earth work in any type of soil, removal to a distance not exceeding 50mtr, including testing on completion, complete all as specified and as directed by Engineer-In-Charge. Note: Earth pit chamber and RCC pit cover shall be painted with two coats of red synthetic enamel paint over one coat of primer including preparing of surfaces.

Amount of Schedule of credit of for Rs 72,035.00 shall be deducted from quoted amount.

M/S Rajesh Kumar Contractor