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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.3 LAccepted-AOC | L1 | Accepted-AOC Lowest Bid | |
| 2 | L2₹33.4 L+₹8,332.99 (0.25%)Rejected-Finance SECUNDERABAD | WARANGAL | TELANGANA | 506350 | L2 | Rejected-Finance Being Not Lowest | |
| 3 | L3₹34.1 L+₹77,658.78 (2.33%)Rejected-Finance | L3 | Rejected-Finance Being Not Lowest | |
| 4 | L4₹35.4 L+₹2.1 L (6.22%)Rejected-Finance | L4 | Rejected-Finance Being Not Lowest | |
| 5 | L5₹35.9 L+₹2.6 L (7.84%)Rejected-Finance | L5 | Rejected-Finance Being Not Lowest |
Tender Value
₹35.7 L
EMD Value
₹71,400
Closing Date
27 Jan 2022, 6:00 pmClosed
GE MCEME SECUNDERABAD
GE MCEME Secunderabad MCEME Campus, Trimulgherry (Post) Secunderabad - 500 015
PROVISION OF CERTAIN SPECIAL REPAIR REVENUE AND MINOR WORKS AT MCEME AREA UNDER GE MCEME SECUNDERABAD
2021_MES_498543_1
GE/MCEME/TOK 54 OF 2021-22
Open Tender
Civil Works
Item Rate
180 days
SECUNDERABAD
CLASS D CATEGORY a(I)
8 documents required · 8 mandatory
₹500
GE MCEME SECUNDERABAD
₹71,400
Yes
11 Feb 2022
31 Dec 2021
29 Jan 2022
31 Dec 2021
27 Jan 2022
15 Jan 2022
Amount
Taking down chowkhats or frames with shutters n.exc 1.5sqm (without taking off shutters from the frames).
Taking down chowkhats or frames exc 1.50 Sqm and not exc 4.00 Sqm each , (without taking off shutters from the frames) complete all as specified and directed by Engineer-in-Charge.
S&F prepainted steel sliding windows-2.5 track sliding window with mesh shutter (2-glass shutters and 1-sesh shutter) fabricated from roll formed sections made of galvanised steel colour coated/powder coated (base steel as per IS 513 'D' quality, galvanised as per IS 277 with zinc of 120 GM/Sq.mtr) with total coated thickness of 0.58mm. Primer coat with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with Alkyd backer of 5-7 microns or powder coated with pure polyester powder upto 50-60 microns thick. Section for external frame should be of 45 x 95mm. Section for glass shutter should be 36 x 50mm and mesh shutter should be of 20 x 46mm. Section for euro groove should be 25 x 24mm and Lap Strip should be of 21 x 4mm (Aluminium) and Touch lock for window. Section for external frame of fixed part should be of 60 x 37mm. Section for mullion of fixed part should be of 48 x 50mm. Section for fixed part beading should be of 12 x 12mm. The window should be panelled with 5mm thick plain float glass. Corner bracket for internal and external frame made of glass filled nylon. Gaskets are to be made of Ethyl Propylene Diamine Monomer (EPDM). The sections are to be cut to length, joined and assembled by means of corner bracket. The above frames should be fixed to the concrete/masonry walls by means of self expanding brackets & screws including 10mm square guard bars with 6" pitch (152.4mm) , complete all as specified and directed by Engineer-in-Charge. (Make : NCL/TATA/Equivalent)
Taking down cement plaster on brick / stone walls of any description including racking out joints hacking for keys scrubbing down with water, complete all as specified and directed by Engineer-in-Charge.
M&L for rendering 10mm thick in CM 1:6 on brick work or concrete surface is to be finished even and smooth (without using extra cement) , complete all as specified and directed by Engineer-in-Charge.
M&L Rendering 15mm thick in CM 1:4 on brick work or concrete surface is to be finished even and smooth (without using extra cement), complete all as specified and directed by Engineer-in-Charge.
M&L for two coats of distempering with oil emulsion distemper on newly plastered surfaces of walls over two coat of wall care putty over a coat of alkali resistance primer including preparation of wall surfaces, complete all as specified and directed by Engineer-in-Charge.
M&L for two coats of cement base paint on newly plastered surfaces of walls including preparation of wall surfaces etc. and priming the surface with alkali resistance primer complete all as specified
Dismantling, floor, hearth or wall tiling including cement mortar bedding (including backing coat backing ) removing serviceable tiles to store and rubbish off the premises, complete all as specified and directed by Engineer-in-Charge.
M&L for glazed ceramic coloured tiles 450x300x 7mm thick on vertical surfaces such as dados set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10 mm thick backing coat in CM 1:4, complete all as specified and directed by Engineer-in-Charge.
Supply only integral water proofing compound, complete all as specified and directed by Engineer-in-Charge.
Excavating over areas, n exc 1.5 m deep and getting out in hard / dense soil, complete all as specificed and directed by Engineer-in-Charge.
Excavating over areas, exc 1.5m but n exc 3.00 m deep and getting out in hard / dense soil, complete all as specificed and directed by Engineer-in-Charge.
Excavation in trenches in hard / dense soil n.exc 1.5M wide and n.exc 1.5M in depth for foundation, complete all as specificed and directed by Engineer-in-Charge.
M&L PCC 1:4:8 type C2 using 40mm graded stone aggregate in foundation filling and mass concrete, complete all as specificed and directed by Engineer-in-Charge.
M&L RCC type B1 (1:2:4) using 20mm graded aggregate in Slabs supported on walls, beams and columns in floors, roofs, landings, blaconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge.
M&L for precast cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in cover slabs set in CM 1:6, complete all as specificed and directed by Engineer-in-Charge.
M&L Mild steel TMT bars 10 mm dia and over cut to length bent to shape required including cranking, bending spirally including mild steel wire not less than 0.9 mm dia or securing with clips, complete all as specificed and directed by Engineer-in-Charge.
Formwork to, rough finished surfaces of flat concrete,soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping),etc complete all as spd and directed.
S&F PVC (SWR) pipes 75mm bore single socketed, in any length with rubber ring joints laid in trenches or in floors, complete all as specificed and directed by Engineer-in-Charge.
S&F PVC (SWR) pipes 110mm bore single socketed, in any length with rubber ring joints laid in trenches or in floors, complete all as specificed and directed by Engineer-in-Charge.
M&L filling with brick bats, sub- class ‘B’ bricks old size, complete all as specificed and directed by Engineer-in-Charge.
Brickwork with fly ash modular bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6), complete all as specificed and directed by Engineer-in-Charge.
M&L salt glazed stoneware drain pipes laid in trenches & jointed as specified of 150mm dia, complete all as specificed and directed by Engineer-in-Charge.
M&L 150mm reinforced concrete pipes, class NP3, laid and jointed complete with collars, complete all as specificed and directed by Engineer-in-Charge.
M&L Concrete bed to drain pipes of 150mm dia bore in PCC 1:3:6 type C-2 using 40mm graded stone aggregate including packing under and haunching against the sides of pipes after they are laid and tested including conection to man hole, complete all as specificed and directed by Engineer-in-Charge.
M&L 200mm reinforced concrete pipes, class NP3, laid and jointed complete with collars, complete all as specificed and directed by Engineer-in-Charge.
M&L for concrete bed to 200mm dia drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in, complete all as specificed and directed by Engineer-in-Charge.
M&L PCC in surface channels and drain type C1 (1:3:6) using 40mm graded stone aggregate, complete all as specificed and directed by Engineer-in-Charge.
Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil, complete all as specificed and directed by Engineer-in-Charge.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point, complete all as specificed and directed by Engineer-in-Charge.
M&L for precast cement concrete Type C1, 1:3:6 (16 mm graded aggr) solid block masonry exc 10 cm in width and set in CM 1:6, complete all as specificed and directed by Engineer-in-Charge.
All as per item No 12 above but exc 3.0 m deep and not exc 4.5 m deep or part thereof in depth complete all as specificed and directed by Engineer-in-Charge.
M&L for cement concrete 1:2:4 type B1 ( using 20 mm graded aggregate) in , copings, haunching and benching the like including weathering, slightly rounded or chamfered angles and throating complete all as specificed and directed by Engineer-in-Charge.
S&F TMT bar 6 mm to 8 mm dia and over cut to length bent to shape required, including cranking, bending, spirally for hooping for column hooking ends and binding with and including mild steel steel wire (annealed ) not less than 0.90 mm dia or seccuring with clips quility confirming to Deformed or twisted bars complete all as specificed and directed by Engineer-in-Charge.
M&L for 20 mm dia MS rung as small articles conforming to Fe-290 Gde-E-165 complete all as specificed and directed by Engineer-in-Charge.
Cutting into existing manhole for connecting new drain, making good pipe and rending cutting out existing benching for and forming branch channel (1/2 round or 3/4 sec ) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required for 160mm dia complete all as specificed and directed by Engineer-in-Charge.
M&L for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm and exc 50 mm deep and not exc 100 mm deep complete all as specificed and directed by Engineer-in-Charge.
M&L for Cement concrete Type B1 1:2:4 ( 20 mm graded aggregate) in foundations, filling and mass concrete etc complete all as specificed and directed by Engineer-in-Charge.
M&L RCC type B1 (1:2:4) using 20mm graded aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete, complete all as specified and as directed by Engineer-in-Charge.
M&L RCC type B1 (1:2:4) using 20mm graded aggregate in Columns, pillars, piers, posts and struts, complete all as specified and as directed by Engineer-in-Charge.
M&L RCC type B1 (1:2:4) using 20mm graded aggregate in Beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and as directed by Engineer-in-Charge.
M&L RCC type B1 (1:2:4) using 20mm graded aggregate in Chajjas, complete all as specified and as directed by Engineer-in-Charge.
Formwork to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffits of foundation & plinth beams; and similar work; verticle or to batter Rough finished surfaces of concrete flat, complete all as specified and as directed by Engineer-in-Charge.
Formwork to sides of pillars, posts, struts, piers,columns, and stanchions Rough finished surfaces of concrete Square, rectangular or polygonal, complete all as specified and as directed by Engineer-in-Charge.
Formwork to sides & soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors & beams, etc. Rough finished surfaces of concrete flat, complete all as specified and as directed by Engineer-in-Charge.
Formwork to chullah hoods, chajjas, troughs & similar items including edges Rough finished surfaces of concrete flat, complete all as specified and as directed by Engineer-in-Charge.
Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete rail ings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizon tal or sloping and similar work exc 10cm but n exc 20cm wide, rough finished surface, complete all as specified and as directed by Engineer-in-Charge.
M&L mild steel TMT bars 8mm dia and over cut to length bent to shape required including cranking, bending spirally including mild steel wire not less than 0.9mm dia or securing with clips for stirrups, complete all as specified and as directed by Engineer-in-Charge.
M&L Brickwork with flyash modular bricks, straight or curved on plan to any radius in half brick thick walls built in CM (1:4), complete all as specified and as directed by Engineer-in-Charge.
M&L Rendering 5mm thick on fair faces of brick work or concrete surfaces in CM (1:3) in ceiling, complete all as specified and as directed by Engineer-in-Charge.
M&L for hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface with broken stone or boulders, complete all as specified and as directed by Engineer-in-Charge.
M&L for 75mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base etc, complete all as specified and as directed by Engineer-in-Charge.
M&L 25mm average thick cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in floors, etc finished even and smooth with using extra cement, complete all as specified and as directed by Engineer-in-Charge.
S&F Coloured Non Skid ceramic tiles 7 to 8mm thick (squares/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15mm thick screed in CM(1:6), complete all as specified and as directed by Engineer-in-Charge.
M&L for PCC (1:3:6) type C1 using 40mm graded aggregate as in plinth protection of average 75mm thick finishing cement concrete surface even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-Charge.
M&L applying two coats of white wash, over a coat of primer on new ceiling surface including preparation of surface, complete all as specified and as directed by Engineer-in-Charge.
S&F vitreous china Orissa pattern squatting pan 580 x 440mm with integeral foot rests including P or S trap, complete all as specified and directed by Engineer-in-Charge.
S&F vitreous China wash hand basin of size 550 x 400mm white flat back including chromium plated pillat tap, waste coupling, including brackets, PVC waste pipe, including cutting for and pinning in ends of brackets or errecting stand, complete all as specified and as directed by Engineer-in-Charge.
S&F for PVC low level flushing cistern, white, 10 ltr. Capacity, complete with all internal accessories & fixed to wall & making good to wall surfaces incl. taking down existing flushing cisterns complete all as specified, complete all as specified and as directed by Engineer-in-Charge.
S&F PVC connection pipe 15mm bore 600mm long complete all as specified, complete all as specified and as directed by Engineer-in-Charge.
S&F 15mm dia bib taps, chromium plated fancy type, cast copper alloy with fancy type handle , screwed down , screwed for iron pipe or for brass ferrule with wall flange, complete all as specified and as directed by Engineer-in-Charge.
S&F CP 15mm, stop valves/ angle cock, cast copper alloy with crutch or butterfly handle, screwed down, high pressure, screwed both ends for iron pipe, complete all as specified and as directed by Engineer-in-Charge.
S&F CP brass tubular towel rail 600mm long 20mm dia 'D' type in repairs, complete all as specified and as directed by Engineer-in-Charge.
M&L PVC (SWR) floor trap 75mm dia plain with grating including jointing with solvent cement
S&F PVC (SWR) gully trap 125/110mm, setting and jointing with solvent cement, complete all as specified and as directed by Engineer-in-Charge.
M&L rotational moulded polyethylene water storage tanks (cylindrical verical with closed top) hoisted and fixed in position all as specified in 1000 ltrs capacity with15 mm HD polythene float (ball) and epoxy coated aluminium rod (fly nut) screwed for iron pipe or brass ferrule, complete all as specified and as directed by Engineer-in-Charge.
S&F Gun-metal, globe or gate valves 20mm bore, with iron wheel head, screwed both end for iron pipe, complete all as specified and as directed by Engineer-in-Charge.
S&F 20mm ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 15mm-142gms/ 2 0 m m - 2 1 0 g m s . / 25mm-455gms/ 40mm - 690 gms) complete, screwed for iron pipe or for brass ferrule of 20mm dia, complete all as specified and as directed by Engineer-in-Charge.
S&F GI Tubes, 'medium grade' with all fitting & fixed complete to walls & ceilings or laid in floors of 15mm bore, complete all as specified and as directed by Engineer-in-Charge.
Cutting chases ,pinning in making good to facing where required of brick walls and pointed in cement mortar 1:3 for concealed water tubing etc cutting not exc 10 cm girth, complete all as specified and directed by Engineer-in-Charge.
S&F GI Tubes, 'medium grade' with all fitting & fixed complete to walls & ceilings or laid in floors of 20mm bore, complete all as specified and as directed by Engineer-in-Charge.
M&L Solid PVC door frame of size 50x47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, supplying and fixing in opening as per manufacturers instruction all as specified, complete all as specified and as directed by Engineer-in-Charge.
M&L factory made solid panel laminated PVC door shutter 30mm thick (style) consisting of frame made out M.S tube for top & bottom rails. M.S Frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20mm width struck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail : Panelling of plain colour PVC sheet to be fitted in the M.S frame welded/scaled the stiles & rails with suitalble PVC sheet beading, and joined together with solvent cement, supplying & fixing in the frame at site as per specifications & drawing, complete all as specified and as directed by Engineer-in-Charge.
S&F steel windows/ventilator with slide/top hung shutters inculding box type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded, complete all as specified and as directed by Engineer-in-Charge.
S& F Framed work such as grills,gratings, etc.. with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165,etc complete all as per specified and directed by Engr-in-Charge.
S&F Vitreous China bowl urinal flat back, size of 465 x 355 x 265 mm white (minimum), with grating and union for discharge pipe (excluding flushing cistern, flush pipe and waste pipe), complete all as specified and as directed by Engineer-in-Charge.
Low density poly ethylene pipes (LDPE) of pressure rating 6 kg/ cm2 laid in trenches, Bore of pipes in 40mm, complete all as specified and directed by Engineer-in-Charge.
S&F StainlessSteel soap dish, any type, fixed to plugs with chromium plated brass screws, complete all as specified and directed by Engineer-in-Charge.
M & L Preparation of new steel surfaces or iron based material of any description over 10 cm in width or girth applying two coats of synthetic enamel paint over a coat of red oxide, complete all as specified and as directed by Engineer-in-Charge.
S&F 100 mm long butt hinges extruded aluminium alloy with brass/bronze hinge pin in lieu of mild steel min, complete all as specified and as directed by Engineer-in-Charge.
S&F 150mm long aluminium anodised barrel tower bolt of extruded section, complete all as specified and as directed by Engineer-in-Charge.
S&F 150mm size aluminium anodised handles, fabricated type, complete all as specified and as directed by Engineer-in-Charge.
S&F 300 mm long aluminium alloy, anodised, sliding door bolt 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 and fixed, complete all as specified and as directed by Engineer-in-Charge.
S&F figured glass 3.0mm thick, pin head type & glazing with glazing clips in squares n exc 0.5 sq.m in each pane, complete all as specified and as directed by Engineer-in-Charge.
S&F PVC (SWR) vent cowls 110mm dia, complete all as specified and as directed by Engineer-in-Charge.
M&L good quality red soil (obtained from outside MD land) filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering, etc complete all as specified and directed by Engineer-in-Charge.
M&L for Treating the top surface of filled earth at rate of 5 litres of emulsion per square metre of surface area, complete all as specified and as directed by Engineer-in-Charge.
M&L for Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area, complete all as specified and as directed by Engineer-in-Charge.
Dismantling Single layer Mangalore pattern or similar tiles in roofing etc complete all as spd and directed.
Dismantling timber under 40 sq. cm in section , in any position,in fillets, rails, posts, rafters, purlins, etc. unframed work, etc complete all as spd and directed.
Dismantling timber scantlings 40 sq. cm and over in section, in any position unframed work, complete all as spd and directed.
Preparing surfaces of wood and wood based materials, new or old, of any description and girth, not otherwise described and treated with creosote, etc completed all as spd and directed.
S & F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed by Engineer-in-Charge.
S & F 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 directed by Engineer-in-Charge.
S&F Rolled mild steel sections as in main & cross beams, hip & jack rafters; purlins where connected to common rafters & running rails & guides for sliding doors; fixed with angle cleats or other connecting plates, Fe410-W (Gde-E-250) quality-A, complete all as specified and directed by Engineer-in-Charge.
S& F Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required:hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165, etc complete all as specified and directed by Engineer-in-Charge.
M & L Preparation of old painted steel surfaces of any description over 10 cm in width or girth andapplying one coat of synthetic enamel paint, complete all as specified and directed by Engineer-in-Charge.
S&F Wire netting of galvanised steel wire 1.23 dia fixed with tinned tacks of wire staples complete all as specificed and directed by Engineer-in-Charge.
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for, etc complete all as specified and directed by Engineer-in-Charge.
Demolition 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 etc complete all as specified and directed by Engineer-in-Charge.
M&L for prepration old surfaces of walls and apply one coat of cement base paint, complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of old surfaces of walls and applying one coat of oil bound distemper complete all as specified and directed by Engineer-in-Charge.
M&L for 15mm thick screed bed or bedding layer of cement mortar 1:6 laying floor finishes all as directed as specified.
M&L for non skid ceramic coloured tiles 7 to 8 mm thick area of each tile exc 0.06 sqm but not exc 0.11 sqm in floors etc and jointed in neat cement slurry and pointed in white or coloured cement to match all as directed
Dismantling wall and ceiling boards (fibre, pulp, insulation etc.) any thickness, including cover fillets.
M & L for Providing and fixing Gypsum Board 12mm thick in ceiling fixed with screw as per manufacturers instructions complete all as specificed and directed by Engineer-in-Charge.
S&F anodised aluminium snap grid of 605x605mm frame work for ceiling including Hangers 6mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40x3mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long complete all as specified.
Supply and Fixing Louvers fabricated from Roll formed sections made of galvanized steel colour coated/powder coated (Base Steel as per IS 513 'D' quality, galvanized as per IS 277 with zine of 120 GM/Sq.mtr) with total coated thickness of 0.58mm and wire mesh fixed to frame with cleat. Paint specifications:Primer coat with epoxy proimer of 5-7 microns thick, finish painted with a polyester paintof 12-16 microns thick and back coated with Alkyd backer of 5-7 microns or powder coated with pure polyester powder upto 50-60 microns thick. Dimensions: The section for external frame should be of 33 x 57. Accessories:Glass holding flanges made of polypropelene. Fixing Details:The sections are to be cut to length, mitre joined with corner bracket. The above frames should be fixed to the concrete/masonry walls by means of self expanding screws. Glass: 4mm pin head glass/frosted glass. Grill:10mm square guard bars with 6 inch pitch. (152.4mm), complete all as specified and directed by Engineer-in-Charge. (Make : NCL/TATA/Equivalent)
M&L for 6 to 7 mm thick Gypsum board panels 600x600mm with PVC laminated on one side and aluminium foil on another side suitably placed in false ceiling grid made of aluminium GI/MS all as specified and as directed. Note: Aluminium grid will be measured and paid separately
M&L for concealed point wiring with single core PVC insulated unsheathed 1100 volt grade cable with multistranded copper conductor of size 1.5 Sq mm (Nominal area) drawn through and including non metallic rigid PVC conduit medium duty ISI marked of suitable dia, concealed conduit wiring on walls/roof including Tee, Junction boxes and including Tee, and provision of 2.0mm thick MS terminal boxes duly painted with red oxide metal primer and covered with 3 mm thick sheet cover of suitable size including suitable screws with washer for mounting switch sockets and regulators and drawing continuous earth wire with and including PVC insulated unsheathed 1100 Volts grade cable with multi stranded copper conductor of size 1.5 Sq mm (Nominal area) and connected to common earth dolly complete all as specified & as directed for One light point controlled by one, one way switch 5 amps, SP
All as per item No. 112 above but for One exhaust fan point controlled by one, one way switch
All as per item No. 112 above but for One 3 point 5 Amps switch socket outlet point controlled by one switch on the same board.
S & F Piano Switch, one way, 6 Amps capacity 230 volts complete all as specified.
S & fixing socket outlet 6 A 2/3 pin flush type complete all as specified.
S & fixing ceiling rose three terminal surface bakelite type AC 50 Hz 230 Volts of size 65 x 50 mm complete all as specified.
Supply and lay on wall including clips,nuts & bolts/in ground/on pole ISI marked XLPE insulated armoured, heavy duty, electric cable with aluminium conductors 1100 volts laid in trenches, floors, ducts, pipes drawn across the road/paths/drain/along poles/walls/floor/equivalent etc including jointing & testing complete all as specified of size 10 Sqmm , 2 core all as specified and directed. Make:-FINOLEX / PLAZA / HAVELLS / HPL/PARAGON
Supply, spread river sand of approval in cable trenches providing for cable cushioning as directed. NOTE :- Punned thickness of sand only will be measured and paid.
Supply and lay PCC cable covers for LT cable protection, Class LV, Type 1 of size 250x150x40mm complete all as specified and directed.
M&L Tubes, 'medium grade' galvanised 40 mm dia, with all fitting and fixed complete to walls and ceilings or laid in floors for cable protection all as specifed and directed.
Supply and fixing MCB double door DB SPN 4 way with 200 Amps busbar all as specified and directed. Make: Standard/C&S/Havells
Supply and fixing MCB SPN 32 Amps C curve, 240 volts for fixing on MCB DB complete all as specified and directed. Make:Standard/C&S/Havells
Supply and fixing MCB SP 6 to 32 Amps C curve, 240 volts for fixing on MCB DB complete all as specified and directed. Make:Standard/C&S/Havells
Supply and fixing LED lights fitting 1x 18W, 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and directed . Make: Havells/CG/C&S/Philips/Shakti Fixtures
Supply and fixing LED building security light light fitting 35 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing with driver, complete all as specified and directed. Make: Havells/CG/C&S/Philips/Shakti Fixtures
Supply and fix exhaust fan, steel body AC single Phase. 230V of size 300m sweep with, blades, and frame and louvers including making of hole to the wall and making good the disturbed surface all as specified and directed. Make: Havells/CG/Bajaj
Earthing complete with galvanised steel earth plate electrode 60cm x 60cm x 6mm thick burried directly in ground to a depth not less than 2.25 m below ground level with top edge of earth plate not less than 1.5 m below normal ground level connected to GI earth wire 4 mm dia drawn through and including GI protection pipe of light grade 15 mm bore by means of bolts, nuts, checknuts and washers all as shown in Electrical Plate No.3 of SSR Part-I and connected to main switch board including excavation and earth work, PCC chamber in 1:3:6, RCC Cover in 1:2:4 type B-1 reinforced, 20 mm dia medium grade GI pipe with funnel and wire mesh complete and watering arrangement all as specified. (Note: GI pipe 15mm dia, GI wire 4mm dia upto 7.5m deemed to be included in quoted rate.)
SAI RUPA CONSTRUCTIONS
BHEEMRAO PATIL CONTRACTOR
M/s D.Krishna Varma
M/S DIVIJA BUILDERS
VACON INFRASTRUCTURES
K LAKSHMAN SINGH AND CO
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