Construction of Buildings for New Regulated Market at Chithode in Erode District.

Amount

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Supplying and filling in foundation, basement, etc with filling Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Supplying and filling of well gravel by lorry in basement filling including conveyance loading and unloading charges and all other incidental charges filliing laying watering and consolidation, hand roller rolling etc., complete as directed by the departmental officers during execution of work.

Cement concrete 1:5:10 (one cement, five M.sand and ten stone jelly) using of 40mm gauge hard granite broken stone jelly for foundation including basesment concrete, etc., using mixture machine dewatering if found necessary and laid in layers of not more than 15cm thick well rammed and consolidated complying with standard specification.

Plain Cement Concrete 1:2:4 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specification and as directed by the departmental offcers.

Reinforcement Cement Concrete 1:2:4 (One cement, two M.sand and four hard broken stone jelly) using 20mm gauge hard broken granite stone jelly for all RCC itenms of works excluding cost of reinforcement grill and fabricating charges, centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc.. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary and bearing surfaces of walls, beams etc, shall be finished smooth with Cement concrete 1:3 (One Cement and three sand) and kraft paper laid over it without claiming extra etc., complete complying with standard specification and as directed by the departmental offcers.

a) Foundation & Basement

Reinforcement cement concrete 1:1½:3 (One cement and one and half M.sand and three hard broken stone jelly) using 20mm gauge hard granite stone jelly for all RCC items of work excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing,curing,etc. and providing fixtures like fan clamps in the Rcc floor / roof slab wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement concrete 1:3 (One Cement and three sand) and kraft paper laid over it without claiming extra etc., complete complying with standard specification and as directed by the departmental offcers.

a) Foundation & Basement

b) For superstructure in Ground floor

Vacum dewatering on freshly laid and thoroughly vibrated concrete surface to produce a homogeneous and smooth concrete surface. Suction mat shall be spread over the leveled fresh concrete surface and shall be connected by suction house to the vaccum pump for dewatering of surplus water in the concrete. After dewatering is complete, the concrete surface is troweled with minimum two passes to achieve a wear resistance concrete surface .

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require Only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid)

a) For column footing plinth beam bed blocks templates staircase, steps piers raft, beam raft slab ect.,

Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29 M high for plane surfaces such as RCC slab, rectangular beams, Tee (or) ELL Beams, lintel bed block., slabs, landing slabs, beams canopy, side slab(or)square (or) round columns etc., as detailed below with all cross bracings using M.S.Sheets of size 90cm x 60cm and B.G.10 stiff ended with welded M.S.Angles of size 25mm x 25mm x 3mm for boarding laid over silver oak or country wood joints of 10cm x6.50m spaced at about 90 cm C\C and supported by inimize e props of 10 cm to 13 cm dia spaced at 75 cm c\c etc., complete complying with standard specifications.(Payment for centering shall be given after the concrete is laid)

a) For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.

b) For plane surfaces such as rectangular or square RCC column, sunshades, top and bottom slab of RCC boxing, etc.

Brick work following Cement Mortar 1:5 (One cement and five M.sand) using Fly Ash bricks size 230X110X70mm conforming to IS:12894-1989 class designation not less 50Kg/sq.cm average compressive strength in cement mortar 1:5 for load bearing structures for foundation and basement and for super structure including curing etc., complete complying with standard specification.

a) For Foundation & Basement

Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity polyester core with polyethylene coating with minimum long term design strength (LTDS) of more then 50% of ultimate Tensile strength at 30 degree Celsius corresponding to 12% strain. Ultimate Tensile Strength -100 Kn/m.

Brick work following Cement Mortar 1:6 (One cement and six M.sand) using Fly Ash bricks size 230X110X70mm conforming to IS:12894-1989 class designation not less 50Kg/sq.cm average compressive strength in cement mortar 1:5 for load bearing structures for foundation and basement and for super structure including curing etc., complete complying with standard specification.

a) In Ground floor

Brick partition wall of 11.50cm thickness using best quality fly ash brick of 230X110X70mm size conforming to IS:12894-1989 class designation not less 50Kg/sq.cm average compressive strength in cement mortar 1:3 (One cement and three M.sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental oficers. (Hoop iron reinforcement will be measured and paid for separately)

Paving the flooring with best approved quality, colour and Design vitrified tiles of size 600x600x8mm over a base layer of cement mortar 1:3 (One cement and three M.Sand) 20mm thick and pointing with same colour cement neatly etc., in all floor used 0.20kg/m2 including finishing the joints and pointing flush with even surfaces colouring pigment cotton waste, hire charge for cutting machine polishing clearing etc., as directed complying with standard specifications. The titles should be got approved by the Executive Engineer before use on works.

Flooring with following of Ceramic tiles of size 305x305x6mm over a 20mm thick cement mortar 1:3 (One of cement and three M-sand) base motor over the required size with special cutter wherever necessray, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 kg./sqm. etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Executive Engineer before use on works).

Dadooing walls with following best approved quality, white / colour glazed tiles of following sizes set in cement mortar 1:2 [one cement and two M sand 10mm thick and pointing with colour cement using 0.40kg/m2 neatly in all floors colouring pigment cotton waste, hire charge for cutting machine polishing clearing etc., as directed complying with standard specifications. The tiles should be got approved by the Executive Engineer before use on works

Weathering course in brick jelly lime concrete with broken brick jelly size of of 20 mm uniform gauge in pure slacked lime (No sand to be used ) over roof slab the proportion of brick jelly to lime being 32 to 12.5 by volume and laid over in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly welded by sprinkling lime jaggery water as per standard specifications and as directed by the departmental officers.

Finishing the top of roof with one course of machine pressed tiles of size 230mmx230mmx20mm of approved quality set in cement Mortar 1:3 (One Cement and Three M.Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers.

Plastering with cement mortar 1:5 [one cement and five P.sand] 12mm thick in all floors including curing etc. complete complying with standard spefication and as directed by the departmental officers.

Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab,landing slab etc., with cement mortar 1:3 (One Cement and three P.Sand ) 10mm thick including hacking the surfaces,providing cement mortar nosing,beading for sunshades, staircases, steps,landing slabs and curing,etc., in all floors complying with standard specification and as directed by the departmental officers.

Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first calss quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plater of parris putty, wherever requires etc., complete complying with standard specification.

Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over one coat of red oxide priming coat in all floors including cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)

Painting new wood work with two coats of with best approved quality and colour synthetic enamel paint over a priming coat including cost of primer in all floors, the rate shall inclusive of all materials, brushes, scaffolding charges etc., complete complying with standard specification.[The paint should be got approved by the Engineer in charge of work before use on works]

Supply and fixing in position best quality of approved make Indian Water Closet (Oriya type) of size 580 x 440mm with all accessories such as P trap or S trap confirming to IS 2556 part XII with sand cusion and forming flooring alround the closet using 40mm broken brick jelly in lime concre 1:2:5 (One part of lime two part M.sand five part of brick jelly) 100mm thick and finishing the top of the required slope and including giving necessary connection to case iron in soils pipes (including the cost of 100mm dia CI pipe for a length of 600mm) by dismantling brick masonry, reinforced cement concrete roof / floor slab and making good the dismantled portion to original condition without leakage etc., complete complying with standard specification and as directed by the departmental officer. (The water closet should be got approved by the Executive Engineer before use on work).

Supplying and fixing in position white / colour glazed European Water Closet of best quality and approved make with 100mm “P” or “S” trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC / 12.5 litres capacity parceling low level flushing tank with a pair of CI brackets, etc., complete with all fittings such as 15mm brass ball valve with polythene float with brass handle, union, coupling connected by means of 40mm white PVC flush hand using Indian adopter joint including all all internal fittings such as 15mm brass connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos), 15mm nylon connection, TW plugs, pipe and painting the CI brackets with 2 coats of approved paint including cost of 600mm length of 110mm dia PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doint the dismantled masonry to original condition etc., complete.

Supplying and fixing in position best quality and approved make indian made white/colour glazed earthernware wash hand basin of size 550x400mm (with pedestal / without pedestal) with a pair of cast iron brackets, including cost 15mm dia brass CP pillar tap. 32mm dia "b" class GI waste pipe with rubber plug and chain,15mm dia GM wheel valve, 15mm brass nipple, 15mm dia nylone connection, 32mm dia CP brass waste coupling including fixing of was basin using CI brackets on to tth eall in position with TW plugs and screws, rubber washers, white lead and giving necessary water supply arrangement connection and painting the brackets with two coat of painting over a priming coat at of anti- corrosive paint including testing for leakages etc., complete complying wih standard spefication and as directed by the departmental officers.(The wash hand basin and specials should be got approved by the Executive engineer before use on works)

Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes having a pressure of 4Kg/sq.cm including cost of necessary PVC shoe, PVC bend, cast iron gratings of required diametre and special clamps, brass screws, nails, etc., and fixing of cast iron grating at junctionof parapet and the RCC roof slab includind finishing neatle etc., complete. The rate shall be inclusive of cast removable cast iron grarting. The PVC pipe shall be fixed in wall with special type of "U" clamp at the centre of the pipe line in addition to those for more than 3.0 metre pipe length, etc., complete complying with standard specification.

Manufacturing, Supplying and fixing in position of steel Windows(Tow Leaves) with following specfications.The outer frame of steel window “ Z” section (F7D) of ize 33x25x3mm at 1.419 kg/m and mullion of “J” section (F4B) of size 46x25x3mm at 2.28 kg/m. Shutter made out of (F7D) section of size 33x25x3mm at 1.419 kg/m.Each openable shutter should not be exceeded a width 600mm to enable separate should not be exceeded a width 600mm to enable separate operations and easy maintenance.2Nos of sturdy hinges and one number of handle cum latch of special type make with latch of special type make with 18x5 MS flat are revetted to the shutters of an appropriate height in each window shutter.Suitable Opening is left for its esay operation. A Stopper square rod for handle is provided in the million section at suitable place to catch the window handle.Each shutter having an adjustable window stay made out of 18mmx5mm at 0.70kg/m Ms flat of length 320mm with free adjustable positions. A matching peg is provided In the outer frame of the window, at suitable place,4Nos of holdfasts of 120mm length spliced at the ends are welded to the outer frame of the window,18mmx5mm at 0.70kg/m MS flat is welded to the shutter at two places, equal distance from each other from top and bottom of the shutters. 18 gauge cold rolled sheet of superior quality is laid as panel in the shutter frames and welded intact. Stiffeners with 18x5mm at 0.70 kg/mm MS flat of suitable length welded diagonally to all four corners of each openable shutter to hold the CR sheet in position firmly. MS square bars of 12mm size is welded to the inner face of the window at equal intervals not exceeding 100mm edge to edge between them. All members are painted with one coat of anticorrosive red oxide primer as directed by the departmental officers. All section used should confirm to IS 7452/1990 The rate includes.

Manufacturing, Supplying and fixing in position of steel Windows(Three Leaves) with following specfications.The outer frame of steel window “ Z” section (F7D) of ize 33x25x3mm at 1.419 kg/m and mullion of “J” section (F4B) of size 46x25x3mm at 2.28 kg/m. Shutter made out of (F7D) section of size 33x25x3mm at 1.419 kg/m.Each openable shutter should not be exceeded a width 600mm to enable separate should not be exceeded a width 600mm to enable separate operations and easy maintenance.2Nos of sturdy hinges and one number of handle cum latch of special type make with latch of special type make with 18x5 MS flat are revetted to the shutters of an appropriate height in each window shutter.Suitable Opening is left for its esay operation. A Stopper square rod for handle is provided in the million section at suitable place to catch the window handle.Each shutter having an adjustable window stay made out of 18mmx5mm at 0.70kg/m Ms flat of length 320mm with free adjustable positions. A matching peg is provided In the outer frame of the window, at suitable place,4Nos of holdfasts of 120mm length spliced at the ends are welded to the outer frame of the window,18mmx5mm at 0.70kg/m MS flat is welded to the shutter at two places, equal distance from each other from top and bottom of the shutters. 18 gauge cold rolled sheet of superior quality is laid as panel in the shutter frames and welded intact. Stiffeners with 18x5mm at 0.70 kg/mm MS flat of suitable length welded diagonally to all four corners of each openable shutter to hold the CR sheet in position firmly. MS square bars of 12mm size is welded to the inner face of the window at equal intervals not exceeding 100mm edge to edge between them. All members are painted with one coat of anticorrosive red oxide primer as directed by the departmental officers. All section used should confirm to IS 7452/1990 The rate includes.

Supplying and fixing UPVC (Un-plasticized Polyvinyl Chloride) windows of casement type (open) from the profile the size of outer frame 60mmX58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and sutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between such and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all rould the frames. The window should be got approved from the Executive Engineer before use on work.

Supplying and fixing UPVC (Un-plasticized Polyvinyl Chloride) louvered ventilators of from the profile the size of outer frame 60mmX58mm and shutter profile size are 60X78mm both profiles are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and sutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between such and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all rould the frames. The ventilator should be got approved from the Executive Engineer before use on work.

Supplying and fixing in position of PVC door shutters using 19 guage 19mm MS square tubes for styles and outer frames 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC sheets. Shutter using 5mm thick solid PVC sheets for paneling shall rigidly fixed in position including necessary furniture and fittings. The over all size of styles shall 50mmx30mm, the over all size of top rail, lock rail and bottom rail shall be 75mmx30mm. The over all size of frames shall be 50mmx45mm with suitable rebate for housing the shutter etc., complete and as directed by the Departmental Officers.

Supplying and fixing solid core flush shutter with Teak ply on both side with teak wood lipping alround 35mm thick

Fabricating and supplying and erecting the required number of trusses with structural steel members like angle iron MS plates for all truss members including cleats to receive the purlines all cutting drilling holes welding and fixing of members with necessary the welding should be done with submerged are welding to full length. The rate inclusive of the cost of painting the members with one coat of red oxide primer and Zinc Chromite etc., complete complying with standard specification and as directed by the departmental officers.

Supplying and laying of profiled galvalume sheet of TCT 0.47mm and standard width of 1.060mm with yield strength of 550MPA of approved quality for roofing with necessary U or J bolts and unts Bitumen GI washers etc.,complete complying with standard specification and as directed by the departmental officers during execution of work.

Supplying and laying of Gal volume sheet ridge pieces approved quality with necessary U or J bolts and nuts GI washers etc., complete complying with standard specification.

Providing Groove cutting in flooring concrete for 10mm width and 20mm depth and filling the groove with combination of Anabond Tuffseald 2G and bitumen tar including cost of all materials and labours etc., complete.

Supplying and fixing of rolling shutters with ISI mark shall be of pull and push type made out of 18/Gx3’ lath sections with consists of five main parts such as curtain, lock plate, guide channels rollers and hood cover. These five main parts are made out of special components detailed below; Curtain; Shall be of 18/Gx3’ lath sections cut to required size and filled with heavy cast iron/ M.S. Clips for 8’0”[2.45m] high rolling shutter lath sections provided shall be not less than 37 numbers. Lock Plate; Shall be 10 G.M.S.Sheet reinforced with 40mmx 6mm M.S angles at the bottom and fitted with heavy latches and locking arrangements on either sides. There should be on handle on either side Guide channel; Pressed guide channels shall be of 10 G.M.S.Sheet and attached to the side brackets with 20mm square bar. Side brackets shall be of 10 G.M.S.Plate and cost iron ‘U’ clamps shall be reveted to the side brackets Roller; Shall be of heavy cast iron pullies fitted with heavy duty C’ Class 40mm steel pipes and high tensile high carbon coil springs-2 springs shall be supplied. Supplying and fixing of Hood Cover; Shall be of 0.9mm CRCA sheet reinforced with 25mm x 25mm x 3mm M.S. angle or gate channel. The rolling shutter in addition to the above should have pulling hook and shall be coated with heavy coat of zinc chromite primer. The above specifications for various components of rolling shutter shall be invariably followed and verified with the rolling shutters supplied by the firms at site. If the rolling shutters supplied do not confirm to the above specifications, the concerned firms should be asked to replace the shutter or supply the missing components.

a) Manually operated (up to 8m2 area)

Supplying and fixing in position of Iron grills of required size using 32x32x6mm angle around and 2 Nos of vertical at centre with MS flats diagonally to the existing open space for grills into necessary hold fast convenyance and one coat of primer etc., complete.

Providing Pre construction of Anti termite treatment for the construction of building including all chemicals as per standard specifications. Labour charges for preparing the areas for treatment, spraying chemicals and other incident charges etc. complete. The rate shall be inclusive of giving anti-termite treatment to the building for the following four stages including breaking the termite moulds, making holes with crow bars at an interval of 30cms to a depth of 50cms in the inimize of building and pouring chemicals etc., complete as per ISI 6313(Part 2)2001. The antitermite chemical chloropyriphos 20 EC used should form 0.5% concentrate for the entire operation etc. as directed by the Engineer-in-charge and including cost of chemicals labour transportation etc,

Wiring with 2 x 1.5 sq.mm. (22 / 0.3 ) PVC insulated single core unsheathed copper conductor cable of 1100V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories and with TW switch box and 5A FT switch with painting of suitable colour with continuous earth wire connection of 14 SWG TC wire for open PVC light point / fan point (for electronic regulator)

Wiring with 2 x 1.5 sq.mm. (22 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with 150mm x 100mm x 113mm TW switch box in flush with wall with 3mm thick hylem sheet cover for 5A 3 pin non inter locking wall socket with 5A flush type switch with painting of suitable colour with continuous earth wire connection of 14 SWG TC wire for open PVC plug point

Wiring with 2 x 4 sq.mm. (56 / 0.3) PVC insulated SC unsheathed copper conductor cable of 1100V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with 150mm x 100mm x 113mm TW switch box in flush with wall with 3mm thick hylem sheet cover for 15A 3 pin flush type non inter locking wall socket with 15A flush type switch with painting of suitable colour with continuous earth wire connection of 14 SWG TC wire for open PVC power plug point

Supply and run of 2 of 6 sq.mm. (84 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe on wall and ceiling with continuous earth wire connection of 14 SWG TC wire with painting of suitable colour

Supply and fixing of horizontal type 4 way triple pole neutral MCB distribution board in sheet steel enclosure double door (metal) with 40A 4 pole MCB isolater as incoming and 12 Nos. 6A to 32A SP MCB as outgoing in flush with wall and making good of the concealed portion with earth connection. The MCBDB and MCB's should be with the ISI mark (like standard make)

Supply and run of 4 x 6 sq.mm. (84/0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in 32mm dia GI pipe (Class 'B') suitably bent at both ends with necessary angle iron up right and end supports for mains

Supply and run of 4 x 6 sq.mm. (84 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V on 7 / 20 GI bearer wire for service connection mains

Supply and fixng of TNEB meter board suitable for 3 phase 63A service connection made up of suitable angle iron frame work of size 2 feet x 1-1/2 feet using angle iron of size 1-1/2" x 1-1/2" x 1/4" rigidly fixed on wall covered with hylem sheet of size 2 feet x 1/2 feet of 6mm thickness with necessary bolts and nuts supports and supply and fixing of 3 Nos. 63A fuse units (500V), 1 No. neutral link, copper earth flat of size 1" x 1/4" with inter connection of EB meter to fuse units by 16 Sq.mm PVC insulated copper wire with earth connection complete

Supply and laying of 2 x 16 sq.mm PVC armoured LTUG cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 metre layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good

Supply and fixing of 4'40W twin street light fluorescent fitting complete with copper choke and condensor with 19mm dia GI pipe (Class 'B') with 1 No. 19mm GI bend complete on the existing post / wall with 16A aerial fuse unit on MS plate with PVC unsheathed copper leads with MS clarnps and aluminium painting with fluorescent tubes

Supply and fixing of 4'40W single industrial type fluorescent fitting complete with copper choke and condensor with conduit pipe suspension from the ceiling with PVC unsheathed copper leads from the terminals to the fitting with fluorescent Tube

Earthing as per the ISI specification with an earth electrode of 2.10 metre Class 'B' GI pipe of dia not less than 40mm with copper earth plate of size 125mm x 50mm x 6mm with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry

Supply and run of 1 of No.8 SWG GI wire for earth connection

GURUSAMY CHANDRASEKARAN

RKK CONSTRUCTION

DMW Infrastructure India Private Limited