Raja Ramanna Centre For Advanced Technology Tender
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Raja Ramanna Centre For Advanced Technology - RRCAT Tender
Civil And Construction
Eprocure
Opening Date11 Jul 2023
Closing Date26 Jul 2023
Tender Amount₹ 1,45,00,000
Costs
EMD
₹ 2,90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RRCAT_761304_1Bid Award Id
ViewTender No
RRCAT/CSD/C/3094/W-4223Tender Authority
Raja Ramanna Centre For Advanced Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
1.5m to 3.0 m below average G.L.
100
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Earthwork excavation in foundations in soft rock by mechanical means (hydraulic Excavator)/manual means including shoring and dewatering, if necessary and disposing of surplus excavated materials within a distance of 50 metre complete as per specifications and as directed by Engineer-in Charge.
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0.0m to 1.5m below average G.L.
50
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1.5m to 3.0 m below average G.L.
50
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Lead charges, by mechanical transport to anywhere in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc.complete as per specifications and as directed by Engineer-in Charge.
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For soil, Note: The rates in respect of item are applicable for the net quantities arrived at after making deductions for voids @ 20% in respect of soils and @ 50% in respect of rock from the corresponding stack/truck measurements.
300
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Demolishing Reinforced cement concrete works by chiselling at all levels including scaffolding, cutting of reinforcement bars by gas cutting, straightening & stacking of steel bars and disposal of unserviceable materials within 50 metres lead etc. complete.
2
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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.
50
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Dismantling Gypboard False ceiling/Asbestos False ceiling/ Asbestos sheet roofing along with ridges, hype, valleys and gutters including scaffolding and stacking the materials within 50 metres lead etc. complete.
250
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Taking out DOORS, WINDOWS AND CLEARSTORY WINDOWS, shutters
(steel or wood) including stacking within 50 metres lead etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge
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of area 3.00 SqM & below
20
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Providing & laying in position Cement concrete 1:3:6 using graded stone aggregate 40 mm max. size including consolidating, finishing, curing etc. complete excluding formwork as per specifications
50
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Providing & laying in position Cement concrete 1:2:4 using graded stone aggregate 40 mm max. size including consolidation, finishing, curing etc. complete but excluding formwork as per specifications
10
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REINFORCED CEMENT CONRETE of M-25 grade 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. Note : The Minimum Cement Content for Design Mix concrte shall not be less than 387Kg/cum. all complete as per specifications and as directed by Engineer-in Charge.
-
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In foundations, footings & plinth beams
90
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In columns, mullions, pillars, posts, struts
5
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In beams, slabs, lintels, bed blocks, chajjas, canopies, shelves, walls, and window cills.
70
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Providing, centering and shuttering using timber planks/steel plates including strutting and propping etc. upto first floor and removal of the same for in situ reinforced concrete and in plain concrete work all complete as per 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
100
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Sides and soffits of beams, beam haunchings lintels, cantilever, girders, bressumers, soffits of suspended floors, roofs, landings balconies, chajjas etc.
250
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Walls, partitions and like
1000
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Providing and fixing reinforcement for reinforced cement concrete using TMT bars of preferred make having minimum yield strength of Fe 500 or higher grade as per IS:1786 at all levels including supplying, cutting, bending, fixing, tying in position with minimum 1.6mm dia soft drawn annealed binding wire etc. complete including cost of binding wire as per drawing, specifications and preferred make as directed by Engineer-in-Charge.
17.5
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Note: 1 - The steel reinforcement bars shall be brought by the contractor at terms & conditions specified.TMT bars in preffered make shall only be permitted subject to furnishing of challans, valid test report issued by the manufacturer, pertaining to elongation,yield strength,Bend rebend 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 specimens shall be collected for every 25MT or part their of bars brought at site .The representive of department shall associate with the engineer of contractor at each stage right from sampling of testing . All charges ,transport, taxes etc shall be borne by the contractor.
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Note : 3 - The contractor shall be solely respossible all the time for watch & ward of bars/binding wires etc at their own cost.
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Note : 4 - 1.60mm 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 condition, 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 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.)
8
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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. 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.)
3.5
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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.)
1
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NOTE: 1: ( Common for Item nos. 13.0, 14.0 & 15.0 ). Structural steel conforming to IS: 2062, 2. The contractor shall supply copy of Documentary evidence of purchase of steel, test certificates from the manufacturing 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 manufactured shall be of prefered make only 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.
1.5
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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 and as directed by Engineer-in-Charge.
20
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Cement plastering for internal walls 20mm thick, in two coats, backing coat 15mm thick with cement mortar 1:4, 2nd coat 5mm thick in cement mortar 1:4, and finished with neat cement punning over brick walls or concrete surfaces, including hacking of concrete surfaces, double scaffolding curing etc. complete as per specifications and as directed by Engineer-in-Charge.
150
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Cement plastering to external surfaces of walls at all heights, 20mm thick, with cement mortar 1:4 over brick walls or concrete surfaces, including finishing rough (wooden float finish) hacking the concrete surfaces, double scaffolding wherever necessary, curing etc. complete as per specifications and as directed by Engineer-in-Charge.
200
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Waterproof cement plaster 20 mm thick in cement mortar 1:3, with waterproofing compound @ 2% by weight of cement including double scaffolding, curing, hacking of concrete surfaces etc. complete as per specifications and as directed by Engineer-in-Charge.
300
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Scraping the walls and concrete surfaces to remove the existing white wash, distemper , acrylic paint 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.
1500
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Painting plastered surfaces with two coats of Acrylic emulsion paint of approved shade and prefered make over one coat of prefered make cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning etc. complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge.
1500
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Repainting of old painted surfaces with two coats of paint of approved shade and make including preparing the surfaces, removal of old paint if any, sand papering, filling with putty as required, scaffolding and cleaning, tools & tackles, safety appliances etc. complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge.
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Using SYNTHETIC ENAMEL paint on wood/steel surfaces
1000
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Using Aluminum paint over steel surfaces
1000
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Using Acrylic emulsion paint on plastered surfaces
5000
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Painting the exterior walls and roof with two coats of prefered make exterior acrylic emulsion 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 holes with putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge.
5000
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Kota stone flooring/skirting, using 15mm to 20mm thick hand cut single machine polished kotah stone slabs laid over 20 mm thick mortar, close jointed and pointed with matching cement slurry finished to levels, slope or plumb as required and cured etc. complete as per specifications and as directed by Engineer-in-Charge.
-
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In flooring with cement mortar 1:8 bedding and with machine polishing after laying.
10
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For Treads and horizontal topping for kitchen platform, 15 to 20mm thick approx. over cement mortar 1:4 bedding, with all exposed edges machine cut and surfaces hand polished after laying.
20
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Providing and fixing 0.50 mm TCT color coated galvalume (Color Star Profile) sheets of prefered make, in roof, facia including all overlaps metring, 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 as per drawing, specifications and preferred make as directed by Engineer-in-Charge.
600
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Providing and fixing factory made 30 mm thick pre laminated PVC door shutter (conforming to IS: 4020) with PVC door Frame (Choukhat) of prefered make consisting of followings : 1. PVC door frame of size 50x47mm with wall thickness of 5mm, made out of extruded 5mm thick rigid PVC foam sheet, mitred at corners and joined with 2nos. 150mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specifications and as directed by Engineer-in-Charge. 2. PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and of size 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of
5
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which 95 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2C tee etc. complete./Neoprene Gasket Lining etc. complete 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive.
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An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive & including all fittings, fixtures & 4 nos. 100 mm long heavy duty S.S. hinges etc. complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge., manufacturer's specification & drawing. Note: Fittings and fixtures shall be as indicated in the tender drawing.
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Providing, fabricating, supplying and erecting factory made single/double leaf metal flush door insulated with polyurethane foam (density of PUF shall be 40kg/m³) of preferd make consisting of 1.5 mm galvanised pressed steel frame of size 105mm x 57mm with suitable stiffeners and 1mm prime quality galvanised pressed steel shutter, 35mm thick shutter with necessary stiffeners for hardware, with applying a coat of two pack epoxy primer and two coats of polyurethane paint above etc. complete including providing & fixing vision panel using 4mm plain glass, aluminum/CPMS fittings, fixtures heavy duty Stainless steel hinges, prefered make door closure and locking arrangements with screw and check for correctness of recesses and stiffening plates for all fittings & fixtures including the cost of grouting the hollow portion of door frame with cement concrete 1:2:4 etc. complete. Note: Fittings & fixtures shall be as indicated in tender drawing. all complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge.
30
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Providing and fixing in position 2mm thick aluminum composite panels of required size over aluminum framework for ceiling, masking and cladding consisting of aluminum section of size 50x25x2 mm thick rectangle 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 @600mm and 1200mm respectively as per design requirement, fixing the aluminum frame secured to walls, ceiling and floor to existing framework . The frame members shall be cladded on single exposed side using 2.0mm thick prime quality aluminum composite panels of prefered make. Providing and fixing 5.5mm thick clear glass flush with surface. Using 3 M - VHB tape and sealent for fixing aluminum panels, glass, necessary filling up of gaps at junctions, top, bottom and all sides by glass sealent of prefered make. etc. all complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge.
100
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Providing and fixing Welded wire mesh (25 x 25 x 2.5mm) of best quality and approved make to existing frame, including cutting, making holes, etc. fixed in proper line and level, painting with a coat of red oxide primer etc. complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge.
300
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Providing, fabricating, erecting and fixing in position CRIPNET GATE with G.I. tubular frames, 50mm x 8 g G.I. crimpnet welded on 38 mm i/d G.I. medium pipes with angle iron (40mmx40mmx5mm) frame, M.S. flat (25mmx5mm) beading to hold crimpnet, M.S. channel (125mm x 65 mm x 6mm thick) box type supports including special type of hinges, locking arrangements, angle cleats (all as per drawing), filling the channel posts with C.C. 1:3:6 & embedding channel posts in cement concrete M 20 grade of size 750mmx750mmx750mm including cost of excavation, PCC, formwork and disposal of surplus soil, painting the gate and all steel work with two coats of approved painting over a coat of primer etc. complete.
15
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Providing & applying 2mm thick POLYURETHANE HYBRID FLOORING using of prefered make Heavy Duty floor finish Polyurethane concrete system consisting of primer coat of prefered make and 2mm thick Self smoothing topping of prefered 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 /as per drawing, specifications and preferred make 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 all comlete
50
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Providing and fixing in position first class double charged vitrified porcelain tiles conforming to IS:15622, of prefered make manufacturer of size 600mmx 600mm of approved color, pattern and design for flooring, skirting or dado laid in floor, wall of existing concrete or plastered surface using cement based high polymer modified quick set tile adhesise (water based) conforming to IS:15477 in average thickness of 6mm including grouting the joints, finished to levels, slope or plumb as required including cement based high polymer modified adhesise, cutting of tiles to required size and curing, acid washing etc. complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge
100
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Providing and fixing in position first class double charged vitrified porcelain tiles conforming to IS:15622, of prefered manufacturer of size 600mmx 600mm of approved color, pattern and design for flooring, skirting or dado laid in floor, wall of existing concrete or plastered surface over 20 mm thick cement mortar 1:3 bedding close jointed and pointed with matching slurry @ 3.30 kg/sqm using white cement with pigments finished to levels, slope or plumb as required including cement mortar bedding, cutting of tiles to required size and curing, acid washing etc. complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge
100
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Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge.
200
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Providing & Fixing at all heights, prefered make Galvanized steel Clip in Tile Plain/ Perforated False Ceiling module of 600mm x 600mm. with square edged Panels made out of 0.5mm thick perforated sheet having perforations of 2mm dia at 7mm c/c in diagonally /2.5mm dia 5mm c/c in square pattern Galvanized steel panel size of 600mm x 600 mm prefered make and Pre treated/powder coated panel shall be oven baked through conversion coating, priming and finish coat ensuring superior adhesion & painted on both sides, inside surface with primer of 5 microns and exposed surface to have 20 microns in pre painted sheet/ in powder coating or perforated panel shall be 50 microns approved colour powder coated only in exposed surface.
250
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The panel end shall be raised upward by 31mm and snapped in to the carrier. The main carrier shall be of size 0.45 mm thick , 25mm height and 3000mm length. The GI hold angle 1.15 mm thick of size 95mmx12mm, pressure clip 1.20mm thick 35mmx 30mm, top and Bottom of 4mm dia GS rod shall be round.The top end shall be screwed to slab/ roof and bottom shall be fixed with screw to hold on angle. The carrier shall be fixed into hold on angle with level adjusting spring clip to maintain the desired level of false ceiling, panel shall be snapped into Sil carrier, pressure clip shall be provided along the length to hold the panel, edge profile shall be fixed on the perimeter of wall and columns. Suspension shall be at max. 1200 mm and the spacing between two carriers shall not exceed 600 mm centre to centre distance including fixing with necessary screw/ bolt,
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drilling holes in ceiling, floor or walls, fixing with anchor fasteners wherever required, , providing extra frame work around openings for duct, supply/return air grill ,electrical fittings, smoke detectors, fire alarm system, voided arrangement for inspections, all wastages, sizing of all grids & panels to suit the dimension of room , all taxes, scaffolding, safety kits etc. complete all as per drawing, specifications and preferred make as directed by Engineer-in-Charge.
-
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Non Slippery Ceramic tile flooring/dado using 6mm thick matt finished ceramic tiles of sizes as mentioned below, 1st quality of prefered make over 20mm thick cement mortar 1:3 bedding, close jointed and pointed with matching cement slurry using white cement pigment mixed with, finished to levels slope or plumb as required including 20mm thick cement mortar 1:3 bedding, making good the surface before bedding, cutting of tiles, curing, acid washing etc. complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge
-
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For flooring using tiles of size 450x450mm and 300x300mm
25
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For Dado/Skirting using tiles of size 300x450mm
20
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Providing, laying, jointing, fixing and testing CPVC pipes of grade SDR - 11 as per IS:15778 including CPVC plain & brass threaded fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends,CPVC MTA, FTA and all other fittings required for the completion, having thermal stability for hot & cold water supply and also as per the code of practice of water supply in buildings of IS: 2065 including laying under the floors, chasing in walls, roof slabs and making good the same to the original conditions, including fixing the pipe with clamps at 1m spacingcost of all jointing materials like hemp yarn, white or red lead, clamps, wooden gutties, screws, cement, sand etc. complete testing the pipes with clean water as per specifications. all complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge
-
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20mm nominal size
10
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25mm nominal size
10
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32mm nominal size
10
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40mm nominal size
10
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Providing & fixing best quality Laboratory Sinks of size 600mm X 450mm x 200mm, comprising of :a) Best quality white glazed vitreous chinaware sinks of size mentioned below of preferred make with integral overflow weir at end, supported on a pair of white enamel painted C.I. brackets, conforming to IS : 771 part - 2.b) One number suitable C.P. brass waste heavy quality with rubber plug and C.P. chain. Including C.P. brass union.c) One number suitable C.P. brass heavy quality bottle trap with extension piece and wall flange etc. complete of dripless of approved equivalent. All complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge
8
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Providing and fixing approved ORISSA PATTERN W.C. SUITE comprising of :a) Orissa pattern W.C. best Indian make white or colour glazed vitreous chinaware, size 580 mm x 400mm with ‘P’ or ‘S’ trap, of preferred make conforming to IS: 2556. b) PVC low level flushing cistern 10 litres capacity with all fittings of prefered make. c) 32mm n.b. heavy quality P.V.C flush pipe of appropriate length with all PVC specials, etc. concealed in wall. d)15 mm n.b. heavy quality P.V.C inlet connection with brass unions connected at ends.e) 15mm n.b. screw down heavy quality, fancy variety C.P. brass stop cock of prefered make make. conforming to IS:8931. All complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge
1
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Providing and fixing in position anodized (minimum anodic coating of grade AC 5) aluminum doors, fully glazed with 5 mm thick glass or opaque using 12mm thick laminated particle board and the vertical members are internally braced with 12mm dia MS long bolt, SS handle on both sides as approved, floor spring/door closer of preferred make, concealed tower bolts, locking arrangements using SS aldrop 16mm dia and 300mm long etc complete. with extruded and integrated aluminum sections as per approved make confirming to IS: 733 and IS: 1285 aluminum beading,Neoprene 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 providing and fixing in position 5mm thick glass or opaque using 12mm thick laminated particle board.
25
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Specifications of glass:- clear sheet glass/float glass of approved make and of 5mm thickness fixed to aluminum partitions with edges champhered (wherever required) with Neoprene Gasket Lining etc. complete.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 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 a as per drawing, specifications and preferred make as directed by Engineer-in-Charge.
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Providing and fixing in position anodized (minimum anodic coating of grade AC 5) wall span fully glazed with 5mm thick glass or opaque using 12mm thick laminated particle board, with extruded and integrated aluminum sections as per approved make confirming to IS: 733 and IS: 1285 aluminum beading, Neoprene 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 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.Including providing and fixing in position 5mm thick glass or opaque using 12mm thick laminated particle board.
100
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Specifications of glass:- clear sheet glass/float glass of approved make and of following thickness fixed to aluminum doors with edges champhered (wherever required) with Neoprene Gasket Lining etc. complete.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 in partitions 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 as per specifications and as directed by Engineer-in-charge.
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Providing and fixing in position anodized (minimum anodic coating of grade AC 10) Fixed window, Side hung Window, Ventilators fully glazed with 4mm glass or using 28 gauge stainless steel mosquito proof jali. with extruded and integrated aluminum sections as per approved make conforming to IS: 733 and IS: 1285 aluminum beading, Neoprene lining, CP brass / stainless steel screws, mastic filling, nuts, washers etc. complete including cost of 5mm thick float glass, Neoprene gasket, 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. etc. all complete as per specifications and as directed by Engineer-in Charge.
25
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Providing and fixing in position anodized (minimum anodic coating of grade AC 5) Aluminum two track sliding windows using aluminium alloys extruded section as per preferred 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), Neoprene liner, aluminum angle cleats, S.S bearings, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs, aluminum packing strips used for 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 scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required. Including providing and fixing float glass panes of 5.0 mm thickness with edges champhered (wherever required) with Neoprene Gasket Lining etc. complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge.
50
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Providing and fixing in position anodized (minimum anodic coating of grade AC 5) aluminum three track sliding windows, ventilators with mosquito net etc., using aluminum alloys extruded section as per preferred make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum verticle and horizontal rectangular sections of minimum size 92.00 x 36.00 x 0.90 mm thick, Bottom track sections of minimum size 92.00 x 31.00 x 1.50 mm thick, top & side members 92.00 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), Neoprene liner, aluminum angle cleats, S.S bearings, C.P. brass screws / stainless steel screws, mastic
75
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filling, nuts, washers, Rawl plugs, aluminum packing strips used for 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 scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required. Including providing and fixing float glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm) in two panels of window with edges champhered (wherever required) with Neoprene Gasket Lining etc. complete and mosquito net jali in one panel of window as per drawing, specifications and preferred make as directed by Engineer-in-Charge.
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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 (minimum anodic coating of grade AC 5) 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 preferred make including cost of pivots, approved door and window handles, EPDM gasket, Neoprene Gasket lining, stainless steel screws, mastic filling, weather strips, tower bolts, nuts, washers etc. as required complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge. NOTE: 1. Payment will be made on the basis of weight of Aluminum members/sections fabricated and actually installed in position without extra allowance for wastage. No extra payment will be made for all non-aluminum consumable items like screws, gasket, weather strips, Neoprene lining and butt hinges, tower bolts, etc.2. Glazing, particle boards, aluminum grills, mesh etc. will be measured and paid separately under relevant item.3. All fittings shall be of matching colour anodised aluminum sections.4. The Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angles at no extra cost.
150
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Providing and fixing in position 12 mm thick both side laminated particle board of preferred make exterior grade - 1, Type II confirming to IS 12823 bonded with Phenol Formaldehyde Resin in partitions/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. Note: Aluminum Snap beading shall be measured and paid under relevant item. All complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge
50
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Providing and fixing in position clear sheet glass/float glass of preferred make and of following thickness fixed to aluminum windows, doors, partitions, ventilators etc. with edges champhered (wherever required) with Neoprene Gasket Lining etc. complete as per drawing, specifications and preferred make as directed by Engineer-in-Charge
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 float glass panes of 4.0 mm thickness
15
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With float glass panes of 5.0 mm thickness
15
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With float glass panes of 6.0 mm thickness
5
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