SPL REPAIR TO MALPUR PUMP HOUSE AND OTHER ALLIED WORKS AND SPECIAL REPAIR AND ALLIED WORKS FOR BLDG NO P-24 (CTS AREA), P-67 (A) AND P-68(A) (MS VIHAR AREA) AT AKHNOOR UNDER GE (SOUTH) AKHNOOR

Amount

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

Non-skid, coloured, designer ceramic tiles 7 to 8 mm thick (square/ rectangular) (Designer Pattern) 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 laid over and incl cement concrete type B-0 1:2:4 using 12.50mm graded stone aggregate 25mm thick as in flooring etc, complete all as specified and as directed by Engineer-In-Charge.

Non-skid, coloured, designer ceramic tiles 7 to 8 mm thick (square/ rectangular) (Designer Pattern) 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.

Plain cement concrete M-10(1:3:6), 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.

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 coloured Glazed ceramic tiles joint free in vertical surface 350x 250x 7 mm/ 450X 350X 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.

Makrana white marble work (of any type) work (table rubbed and polished), 18-20mm 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 marble etc, complete all as specified and as directed by Engineer-In-Charge.

Makrana white marble work (of any type) work (table rubbed and polished), 18-20mm 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 laid over and incl cement concrete type B-0 1:2:4 using 12.50mm graded stone aggregate 25mm thick as in flooring etc, complete all as specified and as directed by Engineer-In-Charge.

Machine cut kota stone slab, (minimum size shall be 550x550mm), 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 including rubbing and polishing complete, and including laid over screed bed or bedding layer of mortar 20mm thick in cement mortar 1:6, etc, complete all as specified and as directed by Engineer-In-Charge.

Machine cut kota stone slab, (minimum size shall be 550x550mm), 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 including rubbing and polishing complete, and including laid over screed bed or bedding layer of mortar 20mm thick in cement mortar 1:6, laid over and incl cement concrete type B-0 1:2:4 using 12.50mm graded stone aggregate 25mm thick as in flooring etc, complete all as specified and as directed by Engineer-In-Charge.

Machine cut kota stone slab, (size shall in one length), 18-20mm thick, as in riser of steps, skirting, dado and pillar, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete, and including laid over screed bed or back plastering layer of mortar 15mm thick in cement mortar 1:4, complete all as specified and as directed by Engineer-In-Charge.

Repair to RCC projection chajjas , roof fascias etc by scraping , cutting, chiseling , de-rusting and cleaning of exposed reinforcement surfaces, losse RCC surface with cement concrete in M-20(1:1.5:3), type A-1, (using 12.50mm graded crushed stone aggregate), nominal mix and reinforcement with welded mesh had drawn steel wire fabric of weight exc 2.0Kg/Sqm but not exc 4.0Kg/Sqm cut to length and shape required and tie with and including mild steel wire (annealed) not less than 0.9mm in dia as required, with or without fascia and finished with cement mortar15-20mm thick in 1:3 in patches area not exc 5.0 Sqm and thickness of RCC members n exc 70mm incl necessary form work and applying two coats of finishes to match with the existing surfaces at any height , complete all as specified and as directed by Engineer-In-Charge. Note : 1.0 Cost of steel wire fabric of required weight and size as directed shall deem to have been included in the quoted rates. 2. Cost of necessary saftey arrangements like ladders, saftey harness, scaffolding shall also be deemed to have been included in the quoted rates.

Taking up or down steel tubing of 15mm bore pipe and connections, including cleaning for re-fixing or removal to store, complete all as specified and as directed.

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. Note: Cost of cutting/ chasing for pipe line making concealed in surfaces shall be deemed included in quoted rates.

Taking up or down steel tubing of 20mm bore pipe and connections, including cleaning for re-fixing or removal to store, 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.

Bib taps, 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 by Engineer-In-Charge.

Angle 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.

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.

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 20mm bore pipe, fixed in repairs, complete all as specified and as directed.

Centre hole basin mixture for hot and cold water, chromium plated, with round sport without pop up waste system for 15mm bore pipe, fixing in repairs, complete all as specified and as directed by Engineer-In-Charge. Make: Cat Part No-F1013451 of Cera/ Jaquar/ Hindware.

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 liters and making good to dismantled/ damaged floor/ surfaces, fixing in repair, complete all as specified and as directed by Engineer-In-Charge.

Sheet glass shelf assembly, consisting 5.50mm thick sheet glass, 120mm wide including anti rust screws, fixing in repairs, complete all as specified and as directed by Engineer-In-Charge.

S&F in replacement of old UNSV tank Rotational moulded polyethylene water storage tanks of 500 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, 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), fixing in repair, complete all as specified and as directed by Engineer-In-Charge.

Vitreous China wash hand basin, white, flat back, size 550x400mm excluding taps, waste, chain and plug and porcelain stopper including brackets of any size, including cutting for and pinning in ends of brackets or erecting stand including fixing and supply of waste pipe of 32mm dia, waste coupling of PTMT (half or full threaded), fixing in repairs, complete all as specified and as directed by Engineer-In-Charge.

Vitreous China urinal, half stall, flat back, size of 465x355x265mm white (minimum), 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.

Tubular towel rail, 20mm dia, D-type, 60cm long between flanges, brass chromium plated, fancy type, including end brackets, fixing in repairs, 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.

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.

Taking down shutters of any descriptions area exceeding 1.00 Sqm but not exceeding 2.00 Sqm, complete all as specified and 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 and as directed by Engineer-In-Charge.

Factory made solid panel PVC door shutter with wood free EPS, 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 & 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 with three Nos of stainless butt hinges of 100mm size and rust proof screws, at site as per specification and drawing, 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.

Pressed steel frames for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., size of frame 105x60mm, complete all as specified and as directed by Engineer-In-Charge.

Plain cement concrete M-10(1:3:6), 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, 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.

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 including 0.56mm nominal dia of wire cloth with average width of aperature 1.18mm fitted with staples etc, complete all as specified and as directed.

Framed work as in doors or gates of angle or other section and as in frame work of cooler stand, ornamental work, rails fastening and heavy bracket etc, conforming to Fe-290, Gde-E-165, including cutting and welding, complete all as specified and as directed by Engineer-In-Charge.

S&F 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 plain sheet glass 3.0mm thick, 4mm thick frosted glass, 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-1517/15, sheet No- 1/3 to 3/3 and as directed by Engineer-In-Charge. Note :- Cost of window shall include all members and spare parts as elaborated in the Drwaing and in the specifications and nothing shall be paid extra seperately.

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 plain sheet glass 3.0mm thick, 4mm thick frosted glass, 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-1517/15, sheet No- 1/3 to 3/3 and as directed by Engineer-In-Charge. Note :- Cost of window shall include all members and spare parts as elaborated in the Drwaing and in the specifications and nothing shall be paid extra seperately.

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 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.

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.

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.

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.

Curtain rod, 20mm dia, mild steel, fancy type, any colour coated, pvc layered with fixing and including end knobs, fixing brackets, stops, round rings to hold the curtain, fixing in repairs with wall plugs and screws, 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 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.

M&L for preparation of old painted steel surfaces of any description not other wise described over 10cm width or girth and applying one coat (finishing coat) of synthetic enamel paint complete all as specified and as directed by Engineer-in-Charge

Cutting and removing as required height of bottom side of existing steel door/gate for proper clearance of floor/ground and necessary welding to bottom rail to fnish the door /gate, complete all as specified and as directed by Engineer-In-Charge. Note : Complete materials and T&P required for the above specification shall deem to have been included in the quoted rate and nothing shall be paid extra on this account.

Taking down carefully existing rolling shutter and cleaning of all the ball bearings with necessary replacement of damaged ball bearings and locking arrangements and re-fixing the same with necessary greasing and one coat of synthetic enamel paint, complete all as specified and as directed by Engineer-In-Charge. Note : Cost of Complete materials required for the above specification shall deem to have been included in the quoted rate and nothing shall be paid extra on this account.

Dismantling of old/ damaged existing roof treatment with concrete and cleaning all waste and dirt by wire mesh, picking, sweeping and washing down with water to remove dust, etc, and removal of all material out side the cant area, complete all as specified and as directed by Engineer-In-Charge.

Applying one coat of neat cement slurry with 3.0 Kg of cement per Sqm on cleaned surfaces of roof, evenly, and screed bed/rendering 10mm 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) including Water proofing treatment on roof top with APP (Ataxic Poly Propylene) modified polymeric five layered membrane with central core of 100 micron high molecular high density polyethylene film, minimum weight not less than 3.0 Kg/ Sqm, centre core is sandwiched on both sides by high quality polymeric mix with properties of high softening point, high heat resistance and cold resistivity to make it ideal for all water proofing treatment, with polymeric mix protection on both sides with 20 micron HMHDPE film, laid over one coat of bituminous primer conforming to IS: 3384, applied @0.40 Kg/ Sqm and one coat of hot blown bitumen of 85/25 grade, conforming to IS:702, applied @1.20Kg/ Sqm on prepared surfaces of roof, overlap should be not less than 150mm at ends and 75mm at sides, joints and overlaps uniformly bounded with LPG torch flame including applying of one coat of semi hot blown bitumen of 85/25 grade, @1.20 Kg Sqm and fine screened sand in dry condition @0.50 Kg/ Sqm after laying the membrane and lincluding Precast machine pressed factory made PCC tiles, size 300x300mm and 20mm thick, with grey cement and no pigment, pointed in cement mortar 1:3 and laid over 15mm thick bedding layer in cement mortar 1:4 mixed with creosote oil @5% by weight of cement, complete all as specified and as directed by Engineer-In-Charge. Note: Cost of water proofing chemical shall be included in quoted rate.

Applying one coat of neat cement slurry with 3.0 Kg of cement per Sqm on cleaned surfaces of roof, evenly, and screed bed/rendering 10mm 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) including Water proofing treatment on roof top with APP (Ataxic Poly Propylene) modified polymeric five layered membrane with central core of 100 micron high molecular high density polyethylene film, minimum weight not less than 3.0 Kg/ Sqm, centre core is sandwiched on both sides by high quality polymeric mix with properties of high softening point, high heat resistance and cold resistivity to make it ideal for all water proofing treatment, with polymeric mix protection on both sides with 20 micron HMHDPE film, laid over one coat of bituminous primer conforming to IS: 3384, applied @0.40 Kg/ Sqm and one coat of hot blown bitumen of 85/25 grade, conforming to IS:702, applied @1.20Kg/ Sqm on prepared surfaces of roof, overlap should be not less than 150mm at ends and 75mm at sides, joints and overlaps uniformly bounded with LPG torch flame including applying of one coat of semi hot blown bitumen of 85/25 grade, @1.20 Kg Sqm and fine screened sand in dry condition @0.50 Kg/ Sqm after laying the membrane and applying two coats of aluminium paint, complete all as specified and as directed by Engineer-In-Charge. Note: Cost of water proofing chemical shall be included in quoted rate.

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 , mud stops, water troughs and the like including weathering, slightly rounded or chamfered angles and throating and necessary form work, all as specified.

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.

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.

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 cement concrete Nominal Mix M-10 (1:3:6), type C-2 (using 40mm graded crushed stone aggregate), as mass concrete in foundation, 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.

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.

Rendering 10mm thick, on fair 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 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 5mm thick on any type of surfaces, on 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.

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.

Preparation of newly plastered or unplastered surfaces of walls and applying two coats of acrylic smooth exterior paint of required shade @ 1.67KG/10SQM including exterior primer @ 2.20Kg/10SQM, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old surface and taking down existing treatment of surface plastered or unplastered surfaces of walls and applying two coats of acrylic smooth exterior paint of required shade @ 1.67KG/10SQM including exterior primer @ 2.20Kg/10SQM, 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 new plastered or unplastered surfaces of wall and applying two coats of white washing, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old plastered or unplastered surfaces of walls and applying two coats of white wash, complete all as specified and as directed.

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

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

M &L for preparation of old surfaces of ceiling, plastered or unplastered including brooming down or steel wire brushing scraping down smoke soot, moulds moss and efflorescent salts and trading oil and greasy spots and applying two coat of white wash on ceiling complete all as specified and directed

Preparation of old/ decorated plastered or unplastered surfaces of walls and applying two coats of cement paint, complete all as specified and as directed by Engineer-In-Charge.

Dismantling/ taking out of cast iron drain pipes of 75mm bore (of any specifications), as fixed on walls or laid in trenches, complete all as specified and as directed by Engineer-In-Charge.

Cast iron sand cast soil, waste and vent pipes, 75mm bore, in any length with or without ears, with cement joints, laid in trenches or in floors, complete all as specified and directed by Engineer-In-Charge.

Cast iron floor trap, with grating of 75mm outlet dia 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.

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.

Mild steel square bar framed work such as in grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; frame work of water tanks and similar work conforming to Fe-290, Gde-E-165, including cutting and welding, 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.

Ball valves high pzessure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 15mm-142gms, complete all as specified and directed by Engineer-In-Charge.

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

Salt-glazed stoneware drain pipes, internal 150mm, laid in trenches and jointed in cement mortar 1:1 including Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) of 150mm internal dia, set in cement mortar incl taking down old one of any specification,, 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, fixed on wall with mild steel/ PVC clamps, fixing in repairs, complete all as specified and as directed.

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.

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/cable/pipe line 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 incl spreading watering and well ramming in layers in hard/dense soil each not exceeding 25cm thick complete all as specified.

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.

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.

Demolition of un-reinforced cement concrete of any description and in any position including cleaning, removal and disposal of rubbish/ waste materials from premises, complete all as specified and as directed by Engineer-In-Charge.

Supply and fixing in replacement precast cement concrete M-15 (1:2:4), type B-0 (using 12.50mm graded crushed stone aggregates) as in louvres and jallies, 25mm thick (measured solid), including all mouldings including frame, set in cement mortar 1:4, fixing in repairs, complete all as specified and as directed by Engineer-In-Charge.

Machine pressed precast conctete interlocking paver block glossy finished 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 75mm thick of plain cement concrete M-5 (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.

Plain cement concrete Nominal Mix (1:2:4) M-15, type B-0 (using 12.50mm graded crushed stone aggregate), nominal mix, as in kerb stone, edging, complete all as specified and as directed by Engineer-In-Charge.

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- 101.00 here-in-before but for one 3- pin, 5-Amps, socket outlet on same board.

Description all as per serial item No- 101.00 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 2.50 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 and with bakelite laminated sheet top cover 3.0mm thick and including FRLS PVC green insulated unsheeathed 2.50 Sqmm copper earth continuity wire connected to earth dolly, complete all as specified and as directed by Engineer-In-Charge.

Re-fixing of existing ceiling fan of existing sweep, after taking down from the hanging location and dismantling of blades from the fan, cleaning the same with cleaning material as directed including painting there of with one coat of synthetic enamel paint by spraying Gun including filling cavities with filler and re-assembling the blades with fan & connecting up with twin core twisted flexible copper conductor cable of suitable size from ceilng rose to fan incl testing after completion of the job, complete all as specified.

Re-fixing of existing Exhaust fan of existing sweep, after taking down from the hanging location and dismantling of blades from the fan, cleaning the same with cleaning material as directed including painting there of with one coat of synthetic enamel paint by spraying Gun including filling cavities with filler and re-assembling the blades with fan & connecting up with twin core twisted flexible copper conductor cable of suitable size from ceilng rose to fan incl testing after completion of the job, complete all as specified. Note : Item form Srl item 105.00 to 106.00 shall be deposisted to AGE E/M store before start of any repair work and shall be collettd from the store and refixed as designated place as per respective specification after the repair work is accomplished.

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

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

Switch socket combination 2-in-1, 5-pin, 5 Amps, flush type, complete all as specified and as directed by Engineer-In-Charge.

Stepped type (multi-steps) electronic regulator for ceiling fan 1200/1400 mm, 240 volts, 100 Watts, single pole, including connecting, 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.

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

S&F in replacement of LED retrofit lamp, capacity 9 Watt, B-22 holder base with ploycarbonate body and aluminium heat sink, warm/ white light, complete all as specified and as directed by Engineer-In-Charge.

S&F in replacement of 4 feet highly engineered plastic body suitable with fully diffused diffuser for general lighting in areas. 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 cat part No LUMILINE PLUS PRO BATTEN, MODEL NO LUMILINEPLUSPROBS20WLED865SPCSSIND or Equivalent makes in BAJAJ/Philips/Benlo/HPL. Warranty certficate for 2 years to be provided by Employee of Organization of Terittory.

S&F in replacement of old of high-quality integrated LED Street Light with a minimum system lumen of 6600 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, complete all as specified. Make : Havells model No ENDURA SUNBEAM Cat Part No ENDURASUNBEAMSL45WLED757SASYTOPC or Equivalent in Benlo/HPL/Bajaj. Warranty certficate for 2 years to be provided by Employee of Organization of Terittory.

S&F in replacement of old House service bracket for mounting light fittings, 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 and directed by Engineer-In-Charge.

S&F in replacement of 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 by Engineer-In-Charge.

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, 32 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.

Supply, laying commissioning, testing in replacement of XLPE LT cable 1100 volts grade of size 16 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 after taking out existing under ground cable 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.

S&F in replacement of Tubes, Light grade' galvanised, 40mm bore, ISI marked with all fittings and fixed to walls and ceilings or laid in floors for lightening conductor, 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.

S&F in replacement of 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 reduced by (-20)%. (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.

Amount of Schedule of credit of for Rs 50,870.00 shall be deducted from quoted amount.

M/S KARAN SINGH CONTRACTOR (BID ID -3060429)

CHOPRA CONSTRUCTIONS (BID ID -3053042)