SPECIAL REPAIR TO T-12,13,14,15 AND TR-2 AND TR-3 AT BSO YARD, SPECIAL REPAIR TO FENCE IN B-2 SECTOR B/W POST NO 31 AND POST NO 18, SPECIAL REPAIR TO EXISTING SEWAGE LINE AND OTHER SANCTIONED WORKS AT AKHNOOR UNDER GE (SOUTH) AKHNOOR

Amount

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.

Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed by Engineer-In-Charge.

Dismantling post or struts (steel) any section, embedded in concrete etc including taking out embedded portion and making good the disturbed ground complete all as specified and directed.

Dismantling of unframed timber scantling under 40 Sqcm, fixed in any position in fillet rails, posts rafters purlin etc complete all as specified and directed.

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

S&F mild steel posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc; flate iron fillets (for securing chain link fencing) including all necessary drilling, bolting or riveting etc, and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.

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 5cm but not exceeding 10cm long, dia of neck 16 to 20mm, complete all as specified and as directed by Engineer-In-Charge.

Mild steel round bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending in FE 410-W (Gde E-250) quality -A complete all as specified and directed by Engineer in Charge.

Supply only mild steel galvanized chain link fencing of any mesh, size and any type (as decided and approved by GE) complete all as specified and directed by Engineer in Charge. Note: The weight of chain link fencing shall be ascertained by BOO as ordered by GE and payment shall be made accordingly. BOO duly countersigned by GE shall be enclosed with final bill.

Fixing only chain link fencing including line wires(steel wire), any mesh, size and type to any type of standards, rails, round bars, straining bolts etc including provision of binding wire compete all as specified and directed by Engineer in Charge. Note : (i) Supply of chain link and line wire shall be measured and paid seperately. (ii) Whereever required the cost of Grubbing up bushes , tree trunks portion not exc 30CM girth including cutting of trees/bushes grown in over wall and roofs digging out roots and making good disturbed area with earth filling and levelling shall be deemed to be included in the quoed Unit Rates.

Plain cement concrete M-10(1:3:6), type C-2 (using 40mm crushed stone aggregates) as in bed to drain pipes of 200mm 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.

M&L 200 mm dia reinforced concrete hume pipe, class NP-3, laid & jointed with collars laid in trenches/ or across roads complete all as specified.

Demolition of cement concrete (reinforced) in any position and location and including cleaning, removal and disposal of rubbish/ waste materials from premises, 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.

Demolition and breaking up drain pipes (Salt glazed ware, CI,AC or Reinforced concrete) of 150mm/200mm internal dia, set in cement mortar, complete all as specified and as directed by Engineer-In-Charge.

M&L reinforced cement concrete M-20(1:1.5:3), type A-1, (using 20mm graded crushed stone aggregate), nominal mix as in lintels upto 1.5m clear span, chajja, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, as in chajjas , water troughs and the like including weathering, slightly rounded or chamfered angles and throating, all as specified.

Formwork for rough finish flat surfaces to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping), complete all as specified and as directed by Engineer-In-Charge.

Formwork to edges (rough finished flat surfaces ) of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide, complete all as specified and directed.

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.

Demolition of cement concrete (unreinforced) concrete in other than ground floors and paving like In beam, columns, chajja, staircase, landings and other similar structural member, complete all as specified and as directed by engineer in charge.

Demolition of cement concrete (un-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.

Removing of manholes covers (any type) and dewatering/ pumping/ bailing out of contaminated water including cleaning of sludge and night soil from septic tanks/ soakage wells of any capacity and depth alongwith inlet/ outlet chambers etc by vehicle mounted sewage suction machine including pumping out the contaminated water in open drain/ low lying area to a distance exceeding 50mtr and removing the sludge, silt etc. (solid waste materials) to outside of Unit/ Cantonment area and putting back manhole covers in original position including spreading bleaching powder on top of septic tanks/ soakage wells to make it hygienically fit, complete all as specified and as directed by Engineer-In-Charge. Note: (i) Actual quantity of sludge/ waste material only shall be measured after dewatering the septic tanks only, the sludge shall be carried away in the sewage carrying tankers, of minimum capacity 7000 Ltrs each. (ii) Cost of dewatering/ pumping out of contaminated water from septic tanks and soakage shall deemed be included in quoted rates.

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.

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 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.

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.

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.

Plain cement concrete M-15(1:2:4), type B-0 (using 12.50mm graded crushed stone aggregate), nominal mix, 25mm thick, as in floors, finished even and smooth without using extra cement, complete all as specified and as directed by Engineer-In-Charge.

Plain cement concrete M-5.0(1:5:10), type E-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.

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.

Non-skid, coloured, 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 etc, 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, 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.

Vitrified Ceramic tiles 10mm thick (square/ rectangular) polished, non-skid, 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, nominal mix, 25mm thick, complete all as specified and as directed by Engineer-In-Charge.

Vitrified Ceramic tiles 10mm thick (square/ rectangular) polished, non-skid, 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.

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.

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.

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.

M&L 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 20mm thick screed bed in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of markrana, 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, 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 etc, 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.

M&L running welding in repairs n exc 6mm including provn of filler material and welding machine, complete all as specified and directed by Engineer-In-Charge.

Straight, raking or circular cutting (width of cut upto 10mm) on iron or steel, as in straight or splay cuts, notches, rounded angles, etc. (length or girth of cutting exceeding 75mm)→, complete all as specified and 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 Nominal Mix (1:2:4) M-15, type B-0 (using 12.50mm graded crushed stone aggregate), nominal mix, as in kerb stone, coping, 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.

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.

Anodised aluminium powder coated (minimum thickness of powder coating 50micron) frame for doors, windows, ventilator shutters, section of frame not less than 111.6x44.75 and 2.44mm thick, windows, ventilators with one or more rebates including joining cleat for fixing etc, complete all as specified and as directed by Engineer-In-Charge.

Anodised aluminium window and ventilator shutters, side hung type without sash bars, aluminium sections weighing 0.55 Kg/mtr including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 No.). hinges type B-21 100mm long (2 Nos.) suitable handle (1 No.), fixing in repairs, complete all as specified and as directed by Engineer-In-Charge.

Anodised aluminium powder coated (minimum thickness of powder coating 50micron) openable door shutters with comprising bottom rail section of frame not less than 111.6x44.75 and 2.44mm thick, top rail section 105x44.45 and 2.20mm thick, lock rail 150x44.5 and 3.0mm thick, with door handle locking system (Godrej/ Link/ Harrison), shutters frame including necessary joining cleats, glazing clips, rubber neoprene packing, 150mm long handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc and fixing 5.50mm thick plain glass sheet with rubber packing/ beading, complete all as specified and as directed by Engineer-In-Charge. Note : Cost of door frame, shutter, glass and other filling material in panels shall be deemed included in quoted rate.

Anodised aluminium powder coated grills of any size, pattern and any aperture with approved standard section and relevant IS codes and fixed to the existing window with CP brass/stainless steel screws @ 200mm c/c including cutting the grill to proper opening size for fixing and operation, complete all as specified and as directed by Engineer-In-Charge. Note: Weight of grill per square meter shall be decided by BOO for payments.

S&F aluminium wire cloth of nominal dia of 0.45mm and average width of aperature 1.40mm fixed with alumium wire and staples as directed, complete all as specified and as directed by Engineer-In-Charge.

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.

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.

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.

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.

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 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 down water closet pan (pedestal pattern), white (including fixing bolts, flush pipe but excluding flushing cistern) and including plastic water closet seat cover, white, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device and making good to dismantled/ damaged floor in cement concrete M-15 (1:2:4), type B-1 (using 20mm graded crushed stone aggregates), fixing in repairs, 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.

Jet spray with flexible pipe for water closet (English type), chromium plated, suitable for pipe of 15mm bore, 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.

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.

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.

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.

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

Dismantling of old barbed wire fencing incl neatly coiling in drum and removal from site, complete all as directed.

Galvanised, 2-strand, steel barbed wire 2.24mm dia barbed with 2.0 mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured), complete all as specified and as directed by Engineer-In-Charge.

Mild steel galvanised concertina coil fencing with punched tape concertina coil 610 mm dia, 10 metre openable length (total length 90 mtrs), having 50 Nos. rounds per 6.0 metre length, spring core wire (2.5 mm dia galvanised wire) of high tensile strength not less than 400-450 gm/ Sqmm with tape (0.52mm thick) and weight 1.35 Kg/metre and fixing the same with existing Y-shaped angle iron placed 2.0mtrs apart and with 6 horizontal R.B.T. (Reinforced Barbed Tape) wire, stud tied with G.I. staple sand, 125 to 127 Nos. of G.I. clips in one coil, to retain horizontal, including necessary nuts and bolts, including taking down existing rusted/damaged concertina coil complete all as specified and as directed by Engineer-In-Charge.

S&F 24mm thick nyoln heavy duty rope foixed with clips or jointing clips etc fixet over poles, 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.

Brass mortice lock, vertical type, size 100 mm, 4-levers, 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 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 410-W (Gde- E- 250) quality-A,, 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 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 work or concrete surfaces, in cement mortar 1:4, 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.

Preparation of newly plastered or unplastered surfaces of walls and fascias 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 walls and applying two coats of cement paint over a coat of primer, complete all as specified and as directed.

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.

Cast iron body Door closer hydraulically regulated, designation No-3, universal type, suitable for door shutters of 851 to 1000mm in width and of weight between 61 to 80 Kg, fixing in repairs, 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.

Supply and fixing ceiling board 4.0mm thick, designer, in ceiling fixed as per manufacturer’s instructions, including powder coated galvanised iron snap grid frame work of main and tee (weight not less than 240gm/Rm), angle (weight not less than 217 gm/Rm), grid size 595x595mm, for false ceiling all as specified, including suspender wire of size 4.0mm dia of galvanised iron adjusting level fixed to roof slabs by means of ceilling cleats made out of galvanised iron wire of 4.0mm dia, length as required at site incl hooks, fastners, plate etc as required and as directed, 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.

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/sewage 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.

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.

Plain cement concrete Nominal Mix M-10 (1:3:6), type C-1 (using 20mm graded crushed stone aggregate), as in fixing of angle iron fencing post , 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.

S&F mild steel tubular poles/ posts etc including all necessary connecting itmes like bas epalte , hooks, pullies, clamps, angle iron, gusset plates etc for basket ball pole and similar work etc, complete all as specified and directed.

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.

Dismantling/ taking out of cast iron drain pipes of 100mm bore (of any specifications), as fixed on walls or laid in trenches, 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, 100mm 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 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 sand cast soil, waste and vent pipes, 75mm bore, in any length with or without ears, with cement joints, fixed on walls, complete all as specified and directed by Engineer-In-Charge.

Cast iron bends, 100mm bore pipe (any radius), with duck's foot or heel rest, complete all as specified and as directed by Engineer-In-Charge.

Cast iron branch pieces, 100mm bore pipe, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches, complete all as specified and as directed by Engineer-In-Charge.

Cast iron branch pieces, 75mm bore pipe, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches, complete all as specified and as directed by Engineer-In-Charge.

Cast iron bends, 100mm bore pipe (any radius), diminishing pieces or tapers (larger bore measured), fitted with oval access doors, complete all as specified and as directed by Engineer-In-Charge.

Cast iron bends, 75mm bore pipe (any radius), diminishing pieces or tapers (larger bore measured), fitted with oval access doors, complete all as specified and as directed by Engineer-In-Charge.

Cast iron ‘P’ or ‘S’ trap, with grating of 100mm 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.

Cast iron floor trap, with grating of 100mm 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.

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

Description all as per serial item No- 129.00 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.

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 Amp flush type universal type, complete all as specified and as directed by Engineer-In-Charge.

Switch socket combination 2-in-1, 3-pin, 5 and 15 Amp flush type universal type, 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.

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 Crompton/Philips/Benlo/HPL. Warranty certficate for 2 years to be provided by Employee of Organization of Terittory.

S&F in replacement of old unserviceable/ damaged Environmental friendly , ultra modern, energy saving, surface mounted, decorative hexagon bulk head back-lit LED luminaire comprising of high brightness LEDs lamp of 10 Watt, complete all as specified. Make: Havells ordering cat part No- HEXAFT10WLED857SSYMBOPC or equivalent in Benlo/HPL/Crompton/Philips..

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 SUNDOWN TG,Cat Part No ENDURASUNDOWNSL45WLED765PASYBOTG or Equivalent in Benlo/HPL/Crompton. Warranty certficate for 2 years to be provided by Employee of Organization of Terittory.

S&F in replacement of 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.

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 depositing to EM store and re-collect the same as and when directed 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 at the designated place, complete all as specified.

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 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 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, 6-32 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.

Supply, laying commissioning, testing in replacement of 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 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 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 78,361.50 shall be deducted from quoted amount.

M/s Joginder Lal Malhotra (BID ID -3126890)

Deepak Enterprises (BID ID -3136582)

M/s Rajesh Kumar Contractor (BID ID -3127640)