Raja Ramanna Centre For Advanced Technology Tender
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Raja Ramanna Centre For Advanced Technology - RRCAT Tender
Civil And Construction
Building Construction
Eprocure
Opening Date15 Sep 2023
Closing Date13 Oct 2023
Tender Amount₹ 3,06,00,000
Costs
EMD
₹ 6,12,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RRCAT_771722_1Bid Award Id
ViewTender No
RRCAT/CSD/C/3110 /W-4244/2023-24/ Dated 11Tender Authority
Raja Ramanna Centre For Advanced Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
Dismantling the Mosaic/white glazed/Ceramic/Vitrified tiles /Kotah stone etc. in flooring/dado/skirting etc. including dismantling of bedding mortar, stacking of materials and disposing of debris within 50 metres lead etc. complete.
500
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Dismantling old plaster or skirting, raking out joints and cleaning the surfaces for plaster including scaffolding, disposal of debris to the dumping ground within 50 mtrs. Lead etc. complete as per drawing, specifications and as directed by Engineer-in-charge.
350
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Dismantling the existing structural steel work at all levels in M.S. channels, plates, angles, flats, R.S. joists, bolts etc. including scaffolding, cutting of structural steel members by gas cutting, removing the nuts, bolts etc. complete.
2.5
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Earthwork excavation in foundations in all soils other than soft and hard rock upto a depth specified below, including shoring and dewatering, if necessary, and refilling around foundations and plinth with selected excavated earth, in layers not exceeding 250mm thick, watering, consolidating etc., and disposing of surplus earth within a distance of 50 metre as per drawings, specifications and as directed by the Engineer-in-charge (depth of excavation shall be measured from the existing average ground level after over area excavation).
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0.00 metre to 1.50 metre below average G.L
50
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Earthwork excavation over areas in all soils excepting soft rock and hard rock and disposing and levelling the soil within a distance of 50 metre as per drawings, specifications and as directed by the Engineer-in-charge (depth of excavation shall be measured from the existing average ground level).
100
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Lead charges of all excavated material to anywhere in RRCAT premises, by mechanical transport, including, loading, unloading, stacking/levelling etc. as directed by Engineer-in-Charge.
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All soils
100
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Plain cement concrete 1:3:6 using graded stone aggregate 40 mm max. size including hand mixing,consolidating, finishing, curing ,etc complete but excluding formwork and as per drawings, specifications and as directed by the Engineer-in-charge.
45
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Plain cement concrete 1:2:4 using graded stone aggregate 40 mm max. size including hand mixing,consolidating, finishing, curing ,etc complete but excluding formwork and as per drawings, specifications and as directed by the Engineer-in-charge.
35
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-
Providing & laying in position Design Mix REINFORCED CEMENT CONRETE of M-25 grade at all heights using graded stone aggregate of 20mm max. size including machine mixing, weigh batching, mechanical vibration, consolidation, finishing, curing and cost of labour, machinery, and materials etc. complete as per specifications but excluding shuttering, formwork and steel reinforcement. (Minimum Cement content shall not be less than 387kg/cum of concrete.)
-
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In foundations, footings, plinth beams, base of columns, flooring
50
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Providing centering and shuttering using timber planks/steel plates including strutting and propping etc. at all heights and removal of the same for in situ reinforced concrete and in plain concrete work as per drawings, specifications and as directed by Engineer-in-charge.
-
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Foundations, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete
300
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-
Providing and placing in position REIN-FORCEMENT using TMT BARS of brand as specified in note no. (1) having minimum yield strength of Fe 500 conforming to IS 1786, for reinforced cement concrete work at all levels, including cutting, bending, fixing, tying in position with 1.6 mm dia. soft drawn annealed binding wire, with chairs, legs, supports etc. complete including cost of transporting the bars from factory to required location at work site, cost of 1.6 mm dia. soft drawn annealed binding wire, watch & ward, insurance etc complete all as per drawing, specifications and as directed by Engineer-in-charge.
8
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Note (1): The steel reinforcement bars shall be brought by the contractor at terms & conditions specified. TMT bars manufactured in the brand name of preferred make shall be permitted subject to furnishing of Challans, valid test report issued by the manufacturer, pertaining to elongation, yield strength, Bend re-bend test etc
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Note (2): Random testing of sample collected at site shall be arranged by the contractor at their own cost. One sample comprising of three specimam shall be collected for every 25 MT of bars brought at site.The representative of department shall associate with the engineer of contractor at each stage right from sampling to testing. All charges, transport, taxes etc shall be borne by the contractor.
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Note (3): The contractor shall be solely responsible; all the time for watch & ward of bars/binding wires etc at their cost.
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Note (4): 1.6 mm dia. soft drawn annealed BINDING WIRE required for the work will have to be procured by the contractor at their own cost and will not be measured for payment.
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Note (5):Other conditions as stipulated in general conditions, special conditions, additional conditions and specification shall also be applicable and no claim whatsoever on account of enforcing these provisions shall be entertained.
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Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using ISMBs, Joists, channels, angles, flats, Tees etc. of minimum grade Fe 250, at all levels including welding, two coat painting with a primary coat of approved steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)
8
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-
Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using RHS, SHS & circular hollow sections of Grade Yst 310 as per IS: 4923 at all levels including welding, painting with a primary coat of approved steel primer and transportation etc. complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)
33
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-
Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using Structural steel M.S. plain & chequered plates at all levels including welding, painting with a primary coat of approved steel primer and transportation etc. complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)
2.5
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Note- for Item No.14,15&16 (1):Only standard weight as per IS tables or actual weight of prefabricated sections whichever is less shall be considered for payment and welding weight shall not be considered for payment. Note 2: 1. Structural steel conforming to IS: 2062 (2). The contractor shall supply copy of Documentary evidence of purchase of steel, test certificates from these firms and also testing from third party, if required to be arranged at no extra cost. (3). Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rate. (4). All holes will be made by drilling only. Gas cutting of holes will not be permitted. (5). Electrodes of preffered make shall be used.
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Labour charges only for fabricating structural steel work including plates at all levels including material transportation to site of work from Deptt. Stores, cutting to required size, fabricating including welding as required, erecting in position cost of electrodes of approved make, gas, necessary scaffolding, painting with a coat of approved steel primer etc. complete.
2.5
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Brick work in cement mortar 1:6 using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in foundation & plinth upto FFL including curing, raking out joints above ground level, simultaneous pointing below G.L. etc. complete as per specifications
15
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Brick work in cement mortar 1:6 using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in superstructure at all levels including double scaffolding, raking out joints, curing etc. complete as per specifications,
25
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Filling under floors with screend selected sand including spereding ,watering ,ramming ,levels etccomplete as per specifications and as directed by the Engineer-in-Charge
50
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Cement concrete flooring (IPS) 50mm thick with cement concrete of mix 1:1½:3 with graded stone aggregate of 10mm max. size, laid to proper level or slope in alternate bays, rammed and finished smooth including providing & fixing glass dividing strips of size 25mmx3mm, curing etc. complete.
400
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Providing and applying high performance lithium based liquid floor hardener for floor densification, having specific gravity between 1.1 to 1.3, PH 8 of preffered make over the exisitng concrete floor surfaces, spraying the liquid hardener uniformly using low pressue, high volume sprayer to form glistening sheen to ensure complete saturation of the surface, keeping the surface wet for a peroid of 20 minute, removing the extra material from surface and polishing the surface after drying of using a high speed buffer equipped with a black pad, followed by a red pad etc. to give shining to the surface all compelete as per manufacturers specifications including preparing the exisitng surface by diamond grinding, polishing using 400 grit before spraying hardner, thorough cleaning, removing of bond breakers, glass/aluminum strips, curing agents, oils, grease, dust, construction laitance with grinding etc. all complete as per manufacturer's specification & as directed by Engineer-in-charge. Note: The rate includes cost of all materials, labour, GST & all other taxes, scaffold, tools & tackles, safety appliances. Note: The suitability of the hardener shall be confirm by application on a small area of the surface, coverage rate and desired results before beginning the full application.
400
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Providing and laying polyvinyl (PVC) rolls/tiles of preferred make of thickness 2mm heavy duty solid vinyl flooring robust/tusker of approved colour, pattern and designs for flooring, skirting/dado laid on existing smooth cement tile or concrete or plastered finish, with suitable adhesive as per manufacturer's specifications, close jointed by PVC welding and finished to proper bends, slope and plumb etc. complete as per drawings, specifications and as directed by Engineer-in-charge.
400
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Providing and laying rubber moulded reflective type factory made chamfered edge 80mm thick Cement Concrete interlocking paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of preffered make of M-35 grade strength, of approved size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-inCharge. Note :-The cost of sand shall be paid separately under relavant item.
1000
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Construction of Granular sub base by providing coarse graded material as per grading, spreading in uniform layers on the prepared surface, mixing at optimum moisture content and compacting with vibratory roller/mechanical earth rammer to achieve the desired density complete.
-
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For grading - I material (with 75mm and down size aggregates)
10
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For grading - II material (with 53mm and down size aggregates)
10
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Providing and fixing in position anodized (min of grade AC5) aluminum doors with extruded and integrated aluminum sections as per preffered make confirming to IS: 733 and IS: 1285 aluminum beading, PVC lining, CP brass / stainless steel screws, mastic filling, nuts, washers etc. complete including scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required. Vertical and middle horizontal section of door shall be min 80 mm x 44 mm and of thickness minimum 2 mm. Top and bottom horizontal section of door shall be min 120 mm x 44 mm and of thickness minimum 2 mm Snap beading shall be minimum 0.41 mm thick. Cleat angles shall be minimum 25 x 25 mm and thickness 2 mm, including p/f 5.0mm thick clear sheet glass and/or opaque using 12mm thick laminated particle board.
20
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Providing and fixing in position anodized (min of grade AC 5) Aluminum sliding door fully glazed with glass or opaque using laminated board etc., using aluminum alloys extruded section aof preffered make confirming to IS: 733 and IS: 1285. Vertical and middle
horizontal section of door shall be min 80 mm x 44 mm and of thickness minimum 2 mm. Top and bottom horizontal section of door shall be min 120 mm x 44 mm and of thickness minimum 2 mm Snap beading shall be minimum 0.90 mm thick. Cleat angles shall be minimum 25 mm x 25 mm and thickness 2 mm, Horizontal section of door for handling roller shall be min 63 mm x 38 mm and of thickness minimum 1.85 mm, Channel section for roller shall be minimum 38 mm x 38 mm and thickness of 1.75 mm, Snap beading shall be minimum 0.41 mm thick., including providing and fixing locking arrangement for lock, heavy duty roller, C.P. brass screws / stainless steel screws, nuts, washers, Rawl plugs, aluminum packing strips used for
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anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. and as directed by EIC, Including the cost of providing and fixing float glass panes of 5.0 mm
thickness and/or 12 mm thick particle board as directed by EIC
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Aluminium Sliding door with anodized aluminum section (min of grade AC 5) of approved shade
10
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Note1: Specifications of glass :- clear sheet glass/float glass of preffered make and of 5mm thickness fixed to aluminum partitions with edges champhered (wherever required) with PVC/Neoprene Gasket Lining etc. complete. Note:2:Specifications of laminated board :- 12 mm thick both side laminated particle board of approved exterior grade - 1, Type II confirming to IS 12823 bonded with Phenol Formaldehyde Resin (Novapan/ECO board or any other approved equivalent) in doors using necessary approved standard aluminum beadings including wastages, if any, fixing to existing framework with C.P. brass / stainless steel screws as required and other incidental charges etc. complete.
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Providing and fixing in position anodized (min of grade AC 5) Aluminum two track sliding windows using aluminium alloys extruded section of approved make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum, vertical and horizontal rectangular sections of minimum size 61.00 x 24.00 x 0.84 mm thick, Bottom track sections of minimum size 61.00 x 31.00 x 1.50 thick, top & side members 61.00 x 31.00 x 1.50 mm thick and aluminum sections for frame of window sliding panels for top, bottom, verticle & interlocking members of minimum size 40.00 x 18.00 x 1.55 mm thick, including providing and fixing concealed type heavy duty (metal - body, hook & bracket) locking arrangement of approved shade and make, heavy duty roller (smoother carbon steel bearing type), PVC liner, aluminum angle cleats, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs,
aluminum packing strips used for
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anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. and as directed by EIC. Including providing and fixing float glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm) with edges champhered (wherever required) with PVC/Neoprene Gasket Lining etc. complete.
-
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With anodized aluminum section (min of grade AC 5) of approved shade
35
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Providing and fixing in position anodized (min of grade AC 5) wall span with extruded and integrated aluminum sections preffered make conforming to IS: 733 and IS: 1285 aluminum beading, PVC lining, CP brass / stainless steel screws, mastic filling, nuts, washers etc. complete including cost of p/f 5mm thick float glass and/or apaque using 12mm thick laminated particle board, scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required. Vertical and horizontal section of wall spans shall be min 63 mm x 38 mm and of thickness minimum 1.85 mm. Snap beading shall be minimum 0.41 mm thick. Cleat angles shall be minimum 25 x 25 mm and thickness 2 mm. The spacing of verticle and horizontal sections shall be in the range of 0.90 m to 1.50 m centre to centre
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With anodized aluminum section (min of grade AC 5) of approved shade
100
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Cement plastering at all levels for internal walls with cement mortar 1:4, 20mm thick over brick walls or concrete surfaces, including hacking of concrete surfaces, double scaffolding, curing etc. complete.
250
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WATER PROOF CEMENT PLASTER 20 mm thick at all levels in cement mortar 1:3, finished smooth with neat cement punning and addition of water proofing compound @ 2% by weight of cement or as per recommendation of manufacturers, over treated / untreated R. C. C. roof slab (after applying cement slurry) including double scaffolding, curing, hacking of concrete surfaces, reaparing visible holes/honeycomb if any etc. complete as per drawings, specifications and as directed by the Engineer-in-charge.
500
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Scraping the walls and concrete surfaces to remove the existing white wash, distemper etc., at all height including necessary scaffolding inclusive of the cost of sand papers, steel scrapers etc. complete as per drawing, specifications and as directed by Engineer-in-charge.
500
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Applying one coat of approved make primer over old painted surfaces, preparing the surfaces including removal of old paint, if any, sand papering, filling with putty wherever required, to have proper and leveled surface to receive finishing coats, scaffolding, tools & tackles, safety appliances etc. complete.
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Cement primer over plastered surfaces
1100
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Red Oxide/ Zinc Chromate primer over steel surfaces
1000
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Repainting of old painted surfaces with two coats of paint of preffered make incuding preparing the surfaces, including remoal of old paint, if any, sand papering, filling hair cracks with putty and other cracks with repair mortar as required, scaffolding & cleaning, cost of all matrials, labour, all complete as per drawing, specifications and as directed by Engineer-in-charge. Note : Plaster of paris putty requried for filling work in walls shall be of standard brands such as Terraco, Gypsum India Ltd.
-
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Using SYNTHETIC oil bound distemper (On plastered surface)
2000
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Using Acrylic Emulsion paint (On plastered surface)
5000
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Using SYNTHETIC ENAMEL paint glossy/mat finish (On Plastered surfaces/steel surface)
750
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Painting wood/steel work with two coats of Synthetic enamel paint (glossy/mat finsh) of approved shade and made over one coat of approved wood/steel primer including preparing surfaces, filling with putty, scaffolding and cleaning etc. complete
-
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On wooden surfaces
100
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On steel surfaces
3500
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Painting the old exterior walls and roof with two coats of preffered make acrylic emulsion over one coat primer, of approved shade including preparing the surface by removing loose dust and dirt with stiff brush and washing the surface with clean water, treating the surface with antifungal chemical wherever required, filling with putty, scaffolding and cleaning etc. complete.
5500
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Providing and fixing 0.50 mm TCT color coated galvalume (Color Star Profile) sheets of preffered make in roof, facia including all overlaps, ridges, mitring, supplying and fixing 'J' hooks, bolts, nuts and washers as per manufacturers code of practice and cutting the sheets as required including the cost of scaffolding, work at all heights etc. complete.
400
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Providing and fixing roof sheeting in two layers at all heights, 0.5 mm thick TCT colour coated fully screwless Galvalume sheets joined to double lock standing seam with 52 mm depth & 350-550 mm pitch or equivalent size of preffered make in top & 0.50 thick color coated multi ribbed linear panels at bottom of roof including all overlaps, mitring and expandable S.S. clips with HAT section @ 1.20 M c/c or spacing of existing purlin to join the sheets to purlin as per manufacturer's code of practice, Base material for both the sheet shall be Galvalume and have a minimum yield strength of 340 Mpa and shall conform to the physical specifications of ASTM A 446(Grade D)/ ASTM A 755(Grade 50) / A653 (Grade 50)with Galvalume coating conforming to ASTM A 792- AZ 150 ( 150 gm. Per sqm.), including p/f top/bottom ridge, S.S. end flashing, E.T.P. closures
850
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rainwater downtakes, gutter sheets, facia etc. matching with profile panels and cutting the sheets as required including jointing screwless sheet using electric portable seamer at site and liner panels using self drilling & self taping fastneres, sealers, cost of scaffolding work at all heights including providing and fixing 50 mm thick rock wool slab insulation (48 kg/cum density) with factory made laminated aluminum facing FSK vapour barrier (Aluminum foil) on one side on top of linear panels etc. complete as per specification as directed by Engineer-in-Charge.
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Providing & fixing in position at all heights particle board or ECO board, 12 mm thick both side pre-laminated of exterior grade I / Type II conforming to I S 12823, bonded with Phenol Formaldehyde resin in partitions/doors using approved standard Aluminium beading including cost of screws, cost for cutting to required sizes, wastages, fixing to existing frame with nut/bolts/screws as required including necessary incidental charges for ensuring its position, proper line & level etc all complete as per drawing and specifications and as directed by the Engineer-in-Charge. Note : Aluminum frame work and Aluminum snap beading used for fixing boards shall be measured and paid for separately under relevant item.
25
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Providing and fixing in position 28 guage stainless steel mosquitto proof jalli of preferred make with aluminium frame work including fixing to the existing frame work, cost of all materials, washers, nuts, screws, tools & tackles etc., completed as per drawing, specifications and as directed by the Engineer-in-Charge. Note: Aluminium sections will be measured and paid for separately under relevent item of schedule.
35
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Providing and fixing in position clear sheet glass/float glass of preferref make and of following thickness fixed to aluminum windows, doors, partitions, ventilators etc. with edges champhered (wherever required) with PVC/Neoprene Gasket Lining etc. complete. Note: Only the clear opening of Glass shall be measured for payment. Aluminum snap beading shall be measured and paid under relevant item
-
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With glass panes of 4.0 mm thickness ( weight not less than 10.00 kg/sqm)
25
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With glass panes of 5.0 mm thickness ( weight not less than 12.50 kg/sqm)
25
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Providing and fixing in position Aluminum partitions, doors, windows, ventilators, louvers, fixed glazing, sliding windows, north light glazing, aluminum rough ground etc. with extruded and anodized (5 microns) to natural aluminum colour, aluminum sections, anodized aluminum beadings, anodised aluminum sheets manufactured to relevant IS codes and using
minimum 2mm thick (or as specified) heavy sections of preffered make including cost of pivots, approved door and window handles, PVC/Neoprene Gasket lining, stainless steel screws, mastic
filling, weather strips, tower bolts, nuts, washers etc. as required complete as per drawing, specifications and as directed by Engineer-in-Charge.
100
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Providing & Fixing of Lay-in Tile Perforated False Ceiling on 24mm ‘T’ Framework of module 600mm x 600mm. Panels made out of 0.7mm thick perforated sheet 2.5mm dia 5.5mmc/c aluminum alloys 3105 of size 575mm x 575mm manufactured as per preffered make and Pre treated panel shall be oven baked through conversion coating, priming and finish coat ensuring superior adhesion & painted on both sides,inside surface to have a primer of 5 microns and a coat of natural colour of 5 microns, exposed surface to have a primer of 5 microns, binder of 5 microns and topcoat of approved colour of 15 microns. The panel end shall be raised upward by 38mm and bend outward to lay the tile in framework. Grid system for fixing ceiling tiles shall comprise of Tees. The 24mm main tee runners shall be suspended at an interval of 1200mm centre to centre.
1100
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Preparing the surface and etching with 10% commercial hydrochloric acid wherever necessary, neutralising the etched areas by washing with 5% solution of soda ash, applying one coat of pigmented epoxy based primer followed by one coat of epoxy based trowelling compound, cutting and grinding the surfaces wherever necessary using waterproof quality emery paper and applying three finishing coats of epoxy based polyamine/polyamide cured special acid and alkali resistant paint of approved make & tint including preparing surfaces, scrapping, filling holes, cracks, joints, wherever necessary with epoxy based trowelling compound, cost of all materials, scaffolding and labour, tools & tackles, safety appliances and as per manufacturer's recommendations.
-
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With POLYAMIDE cured epoxy paint
900
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Providing & applying 2mm thick POLYURETHANE HYBRID FLOORING using preffered make Heavy Duty floor finish Polyurethane concrete system consisting of primer coat of preffered make and 2mm thick Self smoothing topping of preffered make make along with rectification of any pot holes present in existing floor with suitable and similar filling material. The surface should be prepared with anchor grooves 8mm x 8mm along the perimeter of the floor and around drains, machine legs, columns etc. in the specified area, complete as per drawing, generally as per manufacturer’s recommendation / specification and as directed by Engineer-in-Charge. Note: The rate includes cost of all materials, labour, GST & all other taxes, scaffold, tools & tackles, safety appliances , arranging test & submitting test report depicting performance on parameters like Compressive Strength (MPa) (IS9162 1979) ) : 51, Flexural Strength(MPa) (S9162-1979 ) : 18 N/mm2,Tensile Strength(Mpa) (IS9162-1979 ) : 7 etc.
800
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Providing,fabricating, installing and fixing in position 4mm thick aluminum composite panels of required size over aluminum frame work for ceiling, masking, fascia,cladding ,etc. for linear as well as curvilinear shape for all heights and all levels etc.,consisting of aluminum section of size 50 x 25 x 2mm th. rect. tubes for frames including cutting the members to required size, fixing by aluminum angle cleats of size 50x50x2mm thick to horizontal and vertical members placed @ 600 mm & 1200 mm respectively, as per design requirement, fixing the aluminum frame secured to walls,floor and ceiling/hang to existing frame work. The frame members shall be cladded by using 4.0 mm thick prime quality aluminum composite panels approved shades made out of 3 mm thick FR grade mineral core sandwiched
900
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between two Aluminium sheets (each 0.5 mm thick).manufactured as per preffered make. Using 3M –VHB tape and sealent for fixing aluminum panels/glass, necessary filling up of gaps at junctions, top, bottom and all sides by glass sealent (No. 789 of preffred make or equivalent), all fittings and fixtures necessary for fixing of panels, screws/rivets, G.G.I. wire etc., making cut outs, fixing extra frame work and necessary arrangements for opening for supply/return air slit, lighting fixtures, etc. complete as per drawings, specifications and as directed by Engineer in charge.
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Providing and fixing Welded wire mesh (25 x 25 x 3mm) of best quality and approved make to existing frame, including cutting, making holes, etc. fixed in proper line and level etc. complete.
75
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