SPECIAL REPAIR TO ROOF COVERING ALONGWITH ALLIED WORKS IN T-25 AND T-63 BLDG, SPECIAL REPAIR OF SEWAGE LINES AT OTM ACCN , PROVN OF PCC PATH WITH INTERLOCKING TILES IN FRONT OF BUILDING NO P-19, P-20 AND OTHER SANCTIONED WORKS WITHIN AOR OF AGE B/R

Amount

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.

Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) of 150mm internal dia, set in cement mortar, 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.

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.

M&L for 40mm thick Damp proof course to horizontal or vertical surfaces including necessary formwork In cement concrete 1:2:4, type B-0 (using 12.50mm graded crushed stone aggregate) including mixing water proofing compound @ 3% by weight in cement,, complete all as specified and as directed by Engineer-In-Charge. Note: Cost of water proofing compound shall deemed included in quoted rates.

Surface dressing not exceeding 15 cm deep, any type of soil, complete all as specified and as directed by Engineer-In-Charge.

Factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of mild steel tubes for top and bottom rails. Mild steel 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 and bottom rail on either side and as gap insert for top rail and bottom rail; Panelling of plain colour PVC sheet to be fitted in the mild steel frame welded/ sealed to the stiles and rails with suitable PVC sheet beading, and joined together with solvent cement, supplying and fixing in the frame at site as per specification and drawing in SSR, complete all as specified and as directed by Engineer-In-Charge.

Butt hinges, size 100mm, medium weight, cold rolled mild steel, and fixed, complete all as specified and as directed by Engineer-In-Charge.

Aluminium handles, cast type, anodised, size 100mm, fixed in repairs, complete all as specified and as directed by Engineer-In-Charge.

Aluminium anodised, barrel tower bolts of extruded Section, size 100mm long and fixed, complete all as specified and as directed by Engineer-In-Charge.

Vitreous China squatting pan, ‘Orissa’ pattern, size 580x440 mm white, with integral foot rests (excluding flushing cistern and flush pipe) but including connection to trap, and to flushing pipe, anti-syphonage pipe, etc. complete including making good to dismantled floor in cement concrete M-15 (1:2:4), type B-1 (using 20mm graded crushed stone aggregates), complete all as specified and as directed by Engineer-In-Charge.

Vitreous China urinal, full stall, flat back, with grating and union for discharge pipe (excluding flushing cistern and flush pipe but including of waste pipe), complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement; fixing flush pipe, grating and union for discharge pipe, fixing in repairs, complete all as specified and as directed by Engineer-In-Charge.

Supply, fixing, jointing and testing, ISI Marked, of approved quality, gun metal globe/gate valve 20mm dia with iron wheel head, both ends screwed for iron pipe ,complete all as specified and directed for following bore of pipes.

Gun-metal, globe or gate valves, with iron wheel head, screwed both ends fixed for 25mm bore iron pipe, complete all as specified and as directed by Engineer-In-Charge.

Tubes, 'medium grade' galvanised, 15mm bore, ISI marked with all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, etc and fixed complete to walls and ceilings or laid in floors, complete all as specified and as directed by Engineer-In-Charge.

Tubes, 'medium grade' galvanised, 20mm bore, ISI marked with all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, etc and fixed complete to walls and ceilings or laid in floors, 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.

Excavating over areas not exc. 1.5 metres in depth in any type of soil complete, all as specified.

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.

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.

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

PVC connections 15mm size with brass nuts of length 450mm, complete all as specified and as directed by Engineer-In-Charge.

PVC valveless, symphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets, capacity 10.0 litres and making good to dismantled/ damaged surfaces, fixing in repair, 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- 26.00 here-in-before but except bricks .

Brickwork with subclass ‘B’ bricks, old size bricks, straight or curved on plan exceeding 6.0mtrs mean radius built in cement mortar 1:6, complete all as specified and as directed by Engineer-In-Charge.

M&L Cement concrete M-15, type B-1, 1:2:4 ( using 20mm graded crushed stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating and necessary form work, all as specified.

Preparation of old/ decorated, un-decorated, plastered or unplastered surfaces of roof fascias and projections, chajjas etc including complete removal of existing treatment and applying one coat of exterior emulsion (Apex paint), complete all as specified and as 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.

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.

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.

Filling of earth under floor including spreading and levelling in layers n exc. 25cm thick & well ramming including watering as required, complete all as specified and as directed by Engineer-In-Charge.

M&L for applying two coats of cement base paint over a coat of primer on newly plastered surfaces of walls including preparation of new surfaces complete all as specified and directed.

M&L for preparation of old decorated surfaces of wall, washing, rubbing down on painted surfaces and applying one coat of cement base paint complete all as specified and as directed by Engineer-in-Charge.

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.

Non-skid, coloured, ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 Sqm but not exceeding 0.11 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.

PVC waste pipe, 32mm bore with cup washers, complete all as specified and as directed by Engineer-In-Charge.

Salt-glazed stoneware gully traps, size 100x100mm, square or round mouthed, type 'P' including jointing to waste pipe fixed in plain cement concrete, M-15(1:2:4), type B-1 (using 20mm graded crushed stone aggregates), complete all as specified and as directed by Engineer-In-Charge.

PVC (SWR) bends of 110mm bore, pressure capacity not less than 4.50 Kgf/Sqcm, any radius, fixing with adhesive, complete all as specified and as directed by Engineer-In-Charge.

PVC (SWR) bends of 75mm bore, pressure capacity not less than 4.50 Kgf/Sqcm, any radius, fixing with adhesive, complete all as specified and as directed by Engineer-In-Charge.

PVC (SWR) pipes, 110mm bore, pressure capacity not less than 4.50 Kgf/Sqcm, single socketed, in any length with rubber ring joints, laid in trenches/floors/fixed to walls, complete all as specified and as directed by Engineer-In-Charge.

PVC (SWR) pipes, 75mm bore, pressure capacity not less than 4.50 Kgf/Sqcm, single socketed, in any length with rubber ring joints, laid in trenches/floors/fixed to walls, complete all as specified and as directed by Engineer-In-Charge.

M&L Hard core of broken stone boulders of gauge n exc 63 mm, deposited spread and leveled in layers n exc 15 cm thick, watered and rammed to true surface complete all as specified and directed.

M&L Plain cement concrete M-15(1:2:4), type B-2 (using 40mm graded crushed stone aggregate), 100mm thick, as in sub base of stone set flooring , complete all as specified and as directed by Engineer-In-Charge.

M&L stone set flooring and including stone set flooring with stone sets of size 200mm to 250mm long, 150mm to 200mm wide and 150mm deep and sides dressed, bedded in 20mm thick Cement Mortar 1:3, joints grouted in Cement Mortar 1:2 with an admixture of mettalic floor hardner @ 5% by weight of cement and as per manufacturer instructions and struck flush to the joints of stone sets , complete all as specified and as directed by Engineer-In-Charge.

Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, laid over and including 30mm thick well rammed sand cushion laid over and including sub base of 100mm thick of plain cement concrete (1:5:10), type E-2 (using 40mm graded crushed stone aggregate), with grey cement and no pigment, complete all as specified and as directed by Engineer-In-Charge.

Sheet glass, 4.0mm thick, ordinary quality and glazing with oil putty or with wooden beadings, fixing in square not exceeding 0.50Sqm in each pane, complete all as specified and as directed by Engineer-In-Charge.

S&F 100mm PVC (SWR) vent cowl, complete all as specified and directed

PVC (SWR) junction single, (Single T) equal or unequal, of 75mm bore, fixing with adhesive, complete all as specified and as directed by Engineer-In-Charge.

PVC (SWR) junction single, (Single T) equal or unequal, of 110mm bore, fixing with adhesive, complete all as specified and as directed by Engineer-In-Charge.

Grating doom 100mm dia of PTMT (Minimum weight 25gms), complete all as specified and as directed by Engineer-In-Charge.

Reinforced cement concrete M-15 (Nominal Mix ), type B-0 using 12.50m graded mechanically crushed stone aggregate as in slab supported on walls, foundations, including rafts, footing foundation beams; plinth beams; bases for columns, column, pillar etc ; basement slabs, incl necessary form work, all as specified.

Bib taps, long body, cast copper alloy, chromium plated, fancy type, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed for 15mm bore pipe, fixing in repairs, complete all as specified and as directed.

Stop valves, cast copper alloy, fancy type, chromium plated, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed for 15mm bore pipe, fixed in repairs, complete all as specified and as directed.

PVC (SWR) floor trap of 75mm dia outlet, plain with grating including jointing with solvent cement, complete all as specified and as directed by Engineer-In-Charge.

Solid PVC Door Frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with mild steel square tube, supplying and fixing in opening as per specification and drawing, including making good to disturbed surface of walls, complete all as specified.

Pillar taps, cast copper alloy, with capstan heads, chromium plated, fancy type, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed for 15mm bore pipe, , complete all as specified and as directed by Engineer-In-Charge.

Rendering 5mm thick on any type of surfaces, as on soffit of slab/ceiling, in cement mortar 1:3, rendering is to be finished even and smooth (without using extra cement), 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 incl roughenng of old surface, complete all as specified and as directed by Engineer-In-Charge.

Dismantling asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings, complete all as specified and as directed by Engineer-In-Charge.

Mild steel work in hand rails, half round or other steel 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, 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 including securing bolts; and similar work conforming to Fe-290 Gde E-165, complete all as specified and as directed by Engineer-In-Charge.

S&F counter top wash hand basin of size 550mmx460mm oval, of superior colour fixed with Granite/marble stone/ existing wall surface as the case may be and as directed including waste coupling and waste pipe , filling of joints between wash basin and the surface using white cement etc, complete all as specified and as directed by Engineer-In-Charge. Make : Cera OVAL Model No 1005A or Equivalent makes in Kohler/Jaquar

Dismantling framed steel truss of size not exceeding 10m in span, 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.

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, exceeding 22.50cm but not exceeding 30.0cm long, dia of neck 5 to 10mm, complete all as specified and as directed by Engineer-In-Charge.

Cutting holes in brick walls , Superficial area n exc 150 sqcm built in cement mortar for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required, 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 new or previously untreated steel surfaces of any description, not otherwise described, not exc 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.

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.

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.

Forming Contraction (Dummy) joints 65mm deepx10mm wide, filled with sealing compound grade 'A', 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/ cladding to wall, fixed with self tapping screws, complete all as specified and as 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.

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 Perforated particle board/ tiles for insulation and accoustic purposes, 600x600 mm in size and 12mm thick, fixed with frame work (any type) or on snap grid, complete all as specified and as directed by Engineer-In-Charge.

Plain cement concrete M-10, nominal mix, C-1, using 20mm graded mechanically crushed stone aggregate as in benching concrete for inside of manhole, all as specified.

Reinforced cement concrete M-20(1:1.5:3), type A-1, (using 20mm graded crushed stone aggregate), nominal mix, as in slabs supported on walls, beams and columns, roofs, landings, deck slabs and in shelves and the like, 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.

Plain cement concrete (1:5:10), type E-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.

Non-skid, joint free, 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. 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 300x200x6/7mm thick or 300x450x6/7mm thick, set and jointed in neat cement slurry and pointed in white or colour cement to match, the shade/ colour of tiles including laid over 10mm thick rendering in cement mortar 1:4, complete all as specified and as directed.

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

Rotational moulded polyethylene water storage tanks of 1000 liters capacity, (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part-I including ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed for 20mm bore pipe, fixing in repairs, complete all as specified and as directed.

Waste coupling of PTMT (half or full threaded) (Minimum weight 32mm-45gms/40mm-60 gms) 32mm bore/ dia of discharge pipe of 40mm dia, complete all as specified and as directed by Engineer-In-Charge.

Waste coupling of PTMT (half or full threaded) (Minimum weight 32mm-45gms/40mm-60 gms) 32mm bore/ dia of discharge pipe of 32mm dia, complete all as specified and as directed by Engineer-In-Charge.

Construction of Septic tank for 100 USERS (BRICK CONSTRUCTION) single chamber, including inlet and outlet chamber with top of slab in RCC M-25 (Design Mix) (using 20mm graded crushed stone aggregates) at ground level inclduing necessary earth work in any type of soil, PCC,RCC Work, Fowm work vent pipes and manhole cover, all items required to complete the job etc all as shown in HQ CEUZ TD Drawing No- CE/TD/1202/03 sheet 1/2 and 2/2 dated 09.10.03 revised 14.10.14 and 11.05.07 complete all as specified and as directed by Engineer-in-Charge. Note : All scope of work as shown in drawing shall be covered under quoted unit rate and nothing extra shall be admissible on whatsoever ground.

Construction of soakage well (for 100 Users ) of size 3.0 mtrs dia and 3.0 mtrs in depth , below inlet pipe level (Depth from Pipe to Ground Level 45CM), excavation 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, (Design Mix) (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 Note : All scope of work e.g. necessary earth work in any type of soil, PCC,RCC Work, Fowm work, all other items required to complete the job etc and as shown in drawing shall be covered under quoted unit rate and nothing extra shall be admissible on whatsoever ground..

Point wiring (concealed to surfaces) 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.

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

Ceiling rose, three phase/ PVC/ polycarbonate, isolated body, complete all as specified and as directed by Engineer-In-Charge.

S&F LED mirror light, including LED lamp capacity 10 Watt, wall mounted, 600mm long, complete all as specified and as directed by Engineer-In-Charge. Make: Havells/ Philips/ Osram/ Crompton.

S&F of high-quality integrated LED Street Light with a minimum system lumen of 4950 Lm and system wattage not exceeding 45W with a nominal efficiency 110 lumen/watt. CCT of 5700K with SDCM of < 5 and CRI >70. The housing should be of made up of pressure die cast aluminium housing with high efficiency LED as lighting source and lens with Toughned Glass having Bottom Opening seperate driver compartment with IP66 protection and impact resistance of IK07 to with stand extreme environments with PF > 0.95. Lifetime of 50K hours @L70.The Ingress protection should be minimum IP 66 with an IK rating of 07. The Luminaire should have 4KV internal 10KV external surge protection in the Luminaire.Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters and including suitable size and length of flexible copper wire and making the connection including House service bracket for mounting light fittings House service bracket any type complete with 1.50mtr long galvanised iron pipe 40mm dia medium grade, bent to required shape including mild steel clamps of flat iron 40x6mm, hook, stay, nut, bolt and washer including painting with two coats of synthetic enamel paint over one coat of red oxide primer , complete all as specified, complete all as specified. Make : Havells model No ENDURA SUNDOWN TG , Cat Part No ENDURASUNDOWNSL45WLED765PASYBOTG or Equivalent makes in Crompton/Wipro/. Warranty certficate for 2 years to be provided by Employee of Organization of Terittory.

S&F 4 feet highly engineered wall mounted LED 20W batten with polycarbonate housing & integrated electronic driver and basic all purpose surface .. The luminaire should have a color consistency SDCM < 5, CRI > 80 and CCT of 6500K. The luminaire shall be compliant with IP20 and IK02 classification. Luminaire shall be designed to emit at least 2000 nominal lumens and an outstanding solution efficacy of atleast 100 lumen/watt and maximum system wattage of 20 Watts. The electronic driver used shall have a power factor >0.95 and THD <20% with 4 KV internal surge protection. Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters and including suitable size and length of flexible copper wire and making the connection, complete all as specified and as directed by Engineer-In-Charge. Make : Havells model No Lumiline, Cat Part No LUMILINEBS20WLED830SPCWH or Equivalent makes in Crompton/Wipro/. Warranty certficate for 2 years to be provided by Employee of Organization of Terittory.

S&F Exhaust fan, mettalic, sweep 300mm, superior rating for energy saving, mettalic blades, copper wounded motor complete including making necessary connecting wire of three core felixible copper cable of size 23/0.0076 of required length from ceiling rose to connector to exhaust fan incl and nut bolts, washers, complete all as specified. Make: Havells cat part No- Turbo Force SP/ Crompton Greaves/ Usha/ Bajaj/ Orient.

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

S&F in replacement of MCB, Single Pole and Neutral, 40-63 Amps (up to), 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.

Sheet metal enclosures for Single Pole and Neutral distribution boxes with double door glazed for incorporating MCBs, IP-43, 4-way with 200 amps rated busbar, 240 volts, as per IS-8623, complete all as specified and as directed.

S&F Earthing complete with galvanised steel earth plate electrode 60 cm x 60cmx6mm thick buried directly in ground (earth pit not less than 2.25 metres deep below normal ground level) with top edge of plate not less than 1.5 meters below normal ground level. connecting to the GI wire 4 mm dia by means of bolls, nuts, check nuts and washers of galvanised iron and earth wire protected by provision of GI light grade pipe 15 mm bore including provision of concrete pit in PCC (1:2:4) type B-1 using 20mm graded stone aggregates with 40mm thick cover of RCC (1:2:4) reinforced with XPM weight not less than 4 Kg/Sqm) and frame of angle iron 25x25x6mm with lugs 02 Nos and handle of 6mm dia MS bar made to shape, GI medium grade 20mm bore pipe for watering , perforated at bottom. 1.75 metre long placed on top edge of earth plate. charcoal and common salt filling with fixing arrangement, funnel wire mesh and earth work in soft soil returning filling in and removal of surplus soil to a distance not exceeding 50 meters all as per electrical plate 3 of SSR-2009 Part-I and connecting to earth test point all as specified or indicated including testing on completion. NOTE :- (i) Item of earthing includes cost of 7.5 m long GI wire of size 4 mm dia with protection pipe of 15mm dia GI medium grade, any variation in length shall be adjusted through deviation order based on SSR rates enhanced by (-40)%. (ii) On testing after completion of earthing if the desired earth resistance is not obtained earthing will be re-done by the contractor at his own risk and cost.

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

Supply, laying commissioning, testing of the XLPE LT cable 1100 volts grade of size 10 Sqmm 2 core armoured, PVC sheathed with aluminium conductor heavy duty laid in trenches/fixing on wall in PVC conduit pipe with the help of clamp/shadels, under road crossing through protection pipe etc complete all as specified and directed.

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 and directed by Engineer-In-Charge.

Tubes, Light grade' galvanised, 25mm bore, ISI marked with all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, clamps etc and fixed complete to walls and trenches, on pole for cable protection complete all as specified and as directed.

Tubes, 'medium grade' galvanised, 20mm bore, ISI marked with all fitting such as bends, tees, elbows, unions, short pieces, connectors, back nuts, etc and fixed complete to walls and ceilings or laid in floors, complete all as specified and as directed. Note: Cost of cutting/ chasing for pipe line making concealed in surfaces shall be deemed included in quoted rates.

Drilling, cutting and tapping GI water mains (in position) the existing pipe of 50MM diacfor branch connections including inserting tee of suitable sizes with all fittings complete all as specified and as directed by Engineer-In-Charge.

Amount of Schedule of credit of for Rs 34,675.00 shall be deducted from quoted amount.

M/s Sekinder Paul Sharma

M/s Rajesh Kumar Contractor

Mukesh Construction Co.

M/s Shivam Construction Co

Usha Engineering Co.

SHARMA CONSTRUCTION COMPANY

M/S KARAN SINGH CONTRACTOR

RAMA CONSTRUCTION COMPANY

M/S J K BITUMIN HOT MIX AND WETMIX PLANT