Raja Ramanna Centre For Advanced Technology Tender
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Raja Ramanna Centre For Advanced Technology - RRCAT Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date27 Jul 2023
Closing Date7 Aug 2023
Tender Amount₹ 84,50,000
Costs
EMD
₹ 1,69,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RRCAT_763312_1Bid Award Id
ViewTender No
RRCAT/85AI/CSD/C/3104/23/61 dated 26.07.2023Tender Authority
Raja Ramanna Centre For Advanced Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
Earthwork excavation in foundations in soft rock by manual means upto a depth specified below including shoring and dewatering, if necessary and refilling around foundations and in plinth with selected excavated earth, in layers not exceeding 250mm thick, consolidating etc., and disposing of surplus earth within a distance of 50 metre lead as per drawings, specifications and as directed by the Engineer-in-Charge. (Depth of excavation shall be measured from the existing average ground level.)
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0.00 metre to 1.50 metre below average G.L
5
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Lead charges, by mechanical transport to anywhere in RRCAT Campus,including loading, unloading, stacking / levelling etc.comlpete as per drawing, specifications and as directed by Engineer-in-Charge.
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0.00 metre to 1.50 metre below average G.L
18
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Note : The rate is applicable for the net quantitities arrived at after making deductions for voids @ 20% in respect of soil from the corresponding stack / truck measurements.
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Cement concrete 1:3:6 using graded stone aggregate 40 mm max. size including consolidating, finishing, curing etc. complete excluding formwork as per specifications.
9
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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)
11
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For grading - II material (with 53mm and down size aggregates)
18
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Forming embankment with selected approved soil abtained from borrow pits (including cost of excavation & transportation within RRCAT campus by mechanical transport), in layers not exceeding 200mm thick including breaking clods, watering, consolidation using earth rammer, dressing the sides & top to the required profile & grade complete as per drawing, specifications & as directed by Engineer-in-Charge.
18
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Cement concrete flooring (IPS) 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.
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40mm thick
84
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Providing and laying/fixing in position 15mm to 18mm thick machine polished granite slabs of approved colour and quality including machine/hand cut, polishing, buffing the edges all in line, level, (curvature corners if required) in 20mm thick cement mortar 1:3 bedding with best workmanship, finishing, curing, complete in platforms, shelves, wash basin, cills, jambs, facias, treads and risers etc. complete.
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Black, cherry/ruby red shade
29
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REINFORCED CEMENT CONCRETE of M-20 grade at all levels using graded stone aggregate of 20mm max. size including machine mixing,, mechanical vibration, consolidation, finishing, curing etc. complete as per specifications but including shuttering, formwork and excluding steel reinforcement.
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In foundations, footings, plinth beams & flooring.
9.2
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REINFORCED CEMENT CONCRETE of M-25 grade at all levels using graded stone aggregate of 20mm max. size including machine mixing,, mechanical vibration, consolidation, finishing, curing etc. complete as per specifications but including shuttering, formwork and excluding steel reinforcement.
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In foundations, footings, plinth beams & flooring.
9.1
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In columns, mullions, pillars, posts, struts
2
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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
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Foundations, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete
61.3
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Columns, pillars, posts, struts, mullions etc.
26.4
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Providing and placing in position REINFORCEMENT using TMT BARS of brand as specified in note no.(1) having minimum yield strength of grade Fe 500 confirming to IS 1786 for reinforced cement concrete work at all levels, including cutting, bending, fixing, tieing 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 1.6mm dia soft drawn annealed binding wire, watch & ward, insurance etc complete all as per drawing , specifications and as directed by Engineer-in-charge.
1.7
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Note : 1.The steel reinforcement bars shall be brought by the contractore at terms & conditions specified.Fe 500D grade TMT bars manufactured in the brand name of preferred make/brand shall 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. Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment.
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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. The contractor shall supply copy of Documentary evidence of purchase of steel, test certificate from the firms and also testing from third party if required to be arranged at no extra cost.
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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,
3.8
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Sand faced plaster 20mm thick in 2 coats over exterior masonry and concrete surfaces at all heights with base coat in cement mortar 1:4, 12mm thick and finishing coat in cement mortar 1:3, 8mm thick final rendering, double scaffolding wherever necessary, hacking of concrete surfaces, curing etc. complete and addition of waterproofing compound @ 2% of weight of cement for the base coat etc. complete.
45
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Providing and fixing in position anodized (min of grade AC 5) / powder coated (min 50 microns) wall span with extruded and integrated aluminum sections as per approved 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
12
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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 preferred 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.
10
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Providing, laying, jointing, fixing, testing and painting as per colour code of BARC heavy quality (Class C) M.S. Galvanised pipes as per IS:1239 of preferred make including fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends and all other fittings, requried for the completion except screwed flanges conforming to IS:1239 and also as per the code of practice of water supply in buildings of IS: 2065 including testing the pipes & fittings for 10kg/sqcm pressure for a minimum period of two hours duration with clean & potable water, including cutting to waste of pipes, threading, cost of all jointing materials like hemp yarn, white or red lead, painting with two coats of anti-corrosive bitumastic paint for under portion & oil paint for exposed portion over a coat of primer, clamps, wooden gutties, screws, cement, sand etc. complete
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Note: The measurement shall be taken along centre line of pipes and fittings or specials, excluding flanges.
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50 mm nb
60
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Providing and fixing in position heavy pattern screw down gun metal GATE VALVEs of preferred make conforming to IS:778 with hand wheels at top including testing for 10 kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc. as per specifications and as directed by Engineer-in-charge.
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50 mm nb
2
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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, RHS, SHS & circular hollow sections ofetc. of minimum grade Fe 250, at all levels including welding, painting with two coats of synthetic enamal paint over a 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.)
22
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1. Structural steel conforming to IS: 2062
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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.
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3. Welding weights, connections, anchore, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rate.
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4. All holes will be made by drilling only. Gas cutting of holes will not be permitted.
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5. Electrodes manufactured by preferred only shall be used.
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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 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.)
0.35
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1. Structural steel conforming to IS: 2062
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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.
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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.
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4. All holes will be made by drilling only. Gas cutting of holes will not be permitted.
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5. Electrodes manufactured by preferred only shall be used.
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Providing and fixing in position at all levels corrugated fiber glass sheet reinforced polyester sheets of 1.50mm thickness with minimum 85% light transmission with side lap of one and half corrugation and end lap of 150mm including supplying and fixing fiber glass sheets, ridges, wherever necessary, mitring, supplying and fixing necessary self tapping screw, 'J' or 'L' hooks, nuts, bolts, GI plain and bitumen washers as per manufacturers code of practice, cutting the sheets as required and all lead and lift etc. complete. (Contractor shall furnish test certificate of FRP sheets from manufacturers).
243
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Dismantling/Removal of Asbestos sheet/ polycarbonate shee/ corrugated fibre reinforced sheet, roofing along with ridges, hype, valleys and gutters including scaffolding and stacking the materials within 50 metres lead etc. complete.
490
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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 preferred 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
120
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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 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.
114
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Providing & fixing/erecting in position G.I. chainlink fabric fencing of required height above ground level with 10 guage GI chainlink mesh of size 50mmx50mm fixed to MS angles/RCC post including cost of p/f GI J hooks, bolts, nuts, washers, staples and p/f longitudinally 3 rows of 8 guage GI wires complete generally as per specifications and as directed by Engineer-in-Charge.
40
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Providing & laying in position 28 guage stainless steel mosquito proof jalli with aluminium frame work including fixing to the existing frame work, cost of all materials, washers, nuts, screws, tools & tackles etc. complete as per specifications and as directed by Engineer-in-Charge. Note : Aluminium sections will be measured and paid for separately under relevant item.
45
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Providing & fixing in position at all levels compact polycarbonate sheets of following thicknesses, with 80% - 90% light transmission and having both sides UV protection of preferred make including fixing at site using Dry Aluminium Glazing section (comprising of top & bottom aluminium members with EPDM rubber to ensure water tight joint) & self tapping screws of required length, silicon sealants, anti leakage washers, mitring etc as per manufacturer's code of practice, cutting the sheet in required shape using Jigshaw or hacksaw, cutting shears or plastic cutting blades etc. complete as per specifications & as directed by Engineer-in-Charge. NOTE : 1. The sheets shall be of uniform pigmentation and thickness without airpockets and shall conform to IS 12866. 2. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as per the requirement. 3. The sheets shall be supplied in one piece covering the full curved portion as per enclosed site drawing i.e. the sheets shall have joints in transverse direction only & without any longitudinal joint.
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6mm thick
173
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Painting Steel/Wood work at all levels with two coats of SYNTHETIC ENAMEL paint of approved shade and make over one coat of approved wood/steel primer including preparing surfaces, filling with putty, scaffolding, cleaning etc. complete as per drawing, specifications and as directed by the Engineer-in-Charge.
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On Steel Surfaces
260
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Painting New exterior walls with two coats of Waterproof cement paint of approved make & shade including preparing the surfaces, filling with putty wherever required, scaffolding and cleaning, tools & tackles, safety appliances etc. complete.
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ON SANDFACED PLASTER SURFACES
50
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Providing, fabricating and erecting S.S. tube railing of 304 Grade comprising 50mm dia. & 16 gauge thick S.S. single pipe for top and 25mm dia. double member for vertical, providing and fixing runner pipes of 19mm dia. S.S on middle in three rows including providing and fixing bottom and end caps as per approved design on the top & end of the members, buffing of welded surfaces, cutting, welding the joints, grinding/muffing if necessary etc. complete.
41
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Dismantling the Manglore tile/mosaic tile/white glazed tile/kotah stone etc. in flooring/dado/skirting etc. including, dismantling of bedding mortar, stacking of materials within 50m lead and disposing of debris within 50m lead complete as per drawing, specifications and as directed by the Engineer-in-Charge.
1000
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Dismantling Old Plaster or Skirting, racking out joints and cleaning the surfaces for plaster including scaffolding, disposal of debris to the dumping ground within 50 metres lead etc. complete as per drawings, specifications & as directed by the Engineer-in-charge.
240
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Waterproof cement plaster 20 mm thick in two coats, in cement mortar 1:3, with waterproofing compound of preferred make @ 2% by weight of cement including cost of all materials,labour,taxes, double scaffolding, curing, hacking of concrete surfaces etc.complete as per drawing, specifications and as directed by Engineer-in-charge.
1250
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Lead charges for debris by mechanical transport within 3.0 KM in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc. complete.
75
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Providing and fixing 0.50 mm TCT color coated galvalume sheet AZ 150 ( 150 gm. Per sqm.) (Color Star Profile) sheets of preferred make, in roof of desired profile like matching to Manglore tile profile, facia including all overlaps metring,including profile ridge, supplying and fixing sheet using self drilling/self tapping screws of size (5.5x55 mm) with EPDM seal or with polymer coated 'J' hooks, bolts & nuts 8 mm dia. with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete including the cost of scaffolding, work at all heights etc. complete all as per drawing, specifications and as directed by Engineer-in-charge.
1100
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Providing and fixing in position 0.50 mm thick precoated galvanised iron profile sheets in roofing/cladding (size, shape & pitch of corrugation as 5 % total coated thickness (TCT), Zinc coating 80-100 gsm as per IS 277, 0.05 mm, 240 mpa mm steel grade 5-7 microns epoxy primer on both sides of the sheet and RMP top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55 mm) with EPDM seal or with polymer coated J or L hooks, bolts & nuts 8 mm dia. with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/vertical or curved surfaces excluding the coat of purlins, rafters and trusses and including cutting to size and shape wherever required, etc. complete all as per drawing, specifications and as directed by Engineer-in-charge.
360
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Providing and fixing in position 16 G Sheet single rebated door frames at all levels of size 105x60mm, of preferred make cold rolled framed profile of pressed steel conforming to IS:513 and general specification of IS:4351 including temporary steel base ties for frames to hold in position duly fabricated with iron hinges as per specification duly fixed to frames and hold fasts 40 mm x 5 mm, M.S. flat, 200 mm long fitted to frames including hallow portion back filled with cement concrete 1:2:4 including the cost of lock stricke plate and arrangement of tower bolt etc., painting with one coat of approved make steel primer etc. complete as per specifications and as directed by Engineer-in-charge.
123
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Providing, fabricating, supplying and erecting in position both side laminated 35 mm thick flush door shutters (excluding the thickness of lamination) in solid block board core, internally lipped, bonded with water proof type synthetic resin, hot pressed with commercial ply finish and decorative plastic laminate Assam's or equivalent make of 1 mm thickness on both faces including providing and fixing aluminum, CPMS fittings and fixtures as per drawing, heavy duty stainless steel hinges and locking arrangements etc. complete as per specifications and as directed by Engineer-in-Charge. Note: Fittings and fixtures shall be as indicated in tender drawing.
40
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Imp. Note - a) The bidder must possess valid EPF & ESIC registration. The bidders need to deposit EPF & ESIC with appropriate authority. The reimbursement for EPF & ESIC deposit shall not be made. b) The payment of wages to labourers should be made through bank. c) The bidder must possess sufficient manpower & other resources (as detailed in SGF ) required for the timely completion of work.
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