Raja Ramanna Centre For Advanced Technology Tender
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Raja Ramanna Centre For Advanced Technology - RRCAT Tender
Civil And Construction
Eprocure
Opening Date25 Dec 2024
Closing Date4 Jan 2025
Tender Amount₹ 1,04,00,000
Costs
EMD
₹ 2,08,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RRCAT_841231_1Tender No
RRCAT/CSD/3152/W-4322/24-25Tender Authority
Raja Ramanna Centre For Advanced Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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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.
6
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Demolishing plain cement concrete works by chiselling at all levels including scaffolding, disposal of materials within 50 metres lead etc. complete.
5
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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, straitening of members & stacking within 50m lead out side the laboratories/ buildings etc. complete.
0.2
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Earthwork excavation in foundations in all soils other than soft and hard rock by mechanical means (hydraulic Excavator)/manual means upto a depth not exceeding 1.5 m. 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 surplus earth within a distance of 50 metre lead (Depth of excavation shall be measured from the existing average ground level.) etc. complete as per drawings, specifications and as directed by EIC.
150
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Lead charges for debris by mechanical transport
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for debris up to 3.0 km
75
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Construction of Granular sub base by providing coarse graded material as per specified 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 etc. complete as per drawings, specifications and as directed by EIC.
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For grading - I material (with 75mm and down size aggregates)
40
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For grading - II material (with 53mm and down size aggregates)
40
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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.
45
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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 specifications but excluding shuttering, formwork and steel reinforcement. (Minimum Cement content shall not be less than 388kg/cum of concrete.) etc. complete as per drawings, specifications and as directed by EIC.
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In foundations, footings, plinth beams, base of columns, flooring.
55
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In columns, mullions, pillars, posts, struts
5
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In beams, slabs, lintels, Staircase, bed blocks, chajjas, canopies, shelves, walls and window cills.
5
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Providing, centering and shuttering using timber planks/steel plates including strutting and propping etc. upto first floor (not exceeding 4 mtr. height) and removal of the same for in situ reinforced concrete and in plain concrete work etc. complete as per drawings, specifications and as directed by EIC.
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Foundations, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete
45
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Columns, pillars, posts, struts, mullions etc.
10
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Sides and soffits of beams, beam haunchings lintels, cantilever, girders, bressumers, soffits of suspended floors, roofs, balconies, chajjas etc.
15
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Providing and fixing reinforcement for reinforced cement concrete using TMT bars at all levels including supplying, cutting, bending, fixing, tying in position with 1.6mm dia soft drawn annealed binding wire etc. complete including cost of binding wire etc. complete as per drawings, specifications and as directed by EIC.
5
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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 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 comprisin of three specimens shall be collected for every 25MT of bars brought at site .The representive of department shall associate with the engineer of contractore at each satge 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 contractore at their own cost and will not be measured for payment .
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Note : 5. Other condtion 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 ISMBs, Joists, channels, angles, flats, Tees etc. at all levels including welding, painting two caots 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.)
10
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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 two caots 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.)
15
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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 two coats 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.)
1.5
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Note:
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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 these 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 approved make only shall be used.
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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.
200
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Providing and fixing 0.50 mm TCT color coated galvalume (Color Star Profile) sheets of make /Multicolor, 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. etc. complete as per drawings, specifications and as directed by EIC..
100
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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 make 'Lloyd/Multicolor/JSW/ Bhushan or other approved 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 panels 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 raindowntakes, 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. etc. complete as per drawings, specifications and as directed by EIC. as per specification as directed by Engineer-in-Charge.
450
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per MORTH specifications and as directed by Engineer-in-Charge.
100
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Providing & applying tack coat using bitumen emulsion (Rapid Setting) compying with IS:8887-1995 spraying the bitumen emulsion with mechanically operated spray unit,cleaning and preparing the existing road surface as per specifications and as directed by the Engineer-in-charge..
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On W.B.M. surface @ 0.40Kg/Sqm
300
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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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Painting plastered surfaces with two coats of FLAT oil paint of approved shade and make over one/two coats of approved cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete
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Two finishing coats over one coat of primer
50
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Cement plastering at all levels for internal walls ceilings with cement mortar 1:4 over brick walls or concrete surfaces, including hacking of concrete surfaces, double scaffolding, curing etc. complete.
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12 mm thick
25
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20 mm thick
35
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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.
75
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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 smooth hacking the concrete surfaces, double scaffolding wherever necessary, curing etc. complete.
25
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Cement concrete flooring 50 mm thick consisting of 38 mm thick cement concrete 1:1½:3 with 10mm size aggregate as under layer, and 12mm thick wearing surface with METALLIC FLOOR HARDNER cement being mixed with metallic floor hardener of approved quality and make in proportion of 4:1 (4 cement : 1 Metallic floor hardener) by weight and cement hardener compound mixed with 6mm down graded stone aggregate in the ratio of 1:2 by volume including, ramming, finishing, to required levels or slope, providing, dividing strips, curing etc. complete generally as recommended by the manufactures etc. complete.
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With aluminum dividing strips of size 25mm x 3mm
130
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Painting plastered surfaces with two/three coats of Acrylic emulsion paint of approved shade and make over one coat of approved cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning etc. complete
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Two finishing coats over a coat of primer
400
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Painting New exterior walls with two coats of Waterproof cement paint of approved shade including preparing the surfaces, filling with putty wherever required, scaffolding and cleaning etc. complete.
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Using Water proof cement paint
150
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Supplying and filling in plinth with screened selected sand under floors, including watering, ramming, consolidating, finishing to level and dressing etc. complete.
3
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Providing and laying rubber moulded reflective type factory made chamfered edge Cement Concrete interlocking paver blocks of following thicknesses in footpath, parks, lawns, drive ways or light traffic parking etc, of Alankar/Parex or other approved 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-in-Charge. Note :- The cost of sand shall be paid separately under relavant item.
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80mm thick interlocking paver blocks
60
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Providing & fixing in true horizontal level M/F suspended false ceiling (FR-120 min) system using Ultra perimeter channels (27mm web and 20 & 30mm flange) fixed to wall with rawl plug and screws, at 610mm centres along the perimeter of ceiling, intermediate channels(45mm web and 15mm each flange) from the soffit at 900mm centre with ceiling angle (25x10mm,0.55mm thick) fixed to soffit @ 1220mm c/c with GI cleat and steel expansion fasteners to form a grid of 900mm x 1220mm. Ceiling section (51.5mm web and 26mm each flange)fixed to intermediate channel with the help of connecting clip and in direction perpendicular to the intermediate channel at 457.5mm centres. Single layers of 15mm tapered edge Gyproc Fireline fixed to ceiling section with screws at 230mm centres, Square and tapered edges of the boards to be jointed and finished flush look including filling and finishing with jointing compound, paper fiber tape and two coats of drywall top coat etc. complete.
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False ceiling/masking suspended by anchor rods fixed with anchor fasteners and 15mm tapered edge Single layers Fireline board panel on one side.
100
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Providing and fixing in position anodized (min of grade AC10) / powder coated (min 50 microns) aluminum doors with extruded and integrated aluminum sections as per approved 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 etc. complete as per drawings, specifications and as directed by EIC.
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Including providing and fixing in position 5mm thick glass or opaque using 12mm thick laminated particle board.
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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 PVC/Neoprene Gasket Lining etc. complete.
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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 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 as per drawings, specifications and as directed by EIC.
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Anodized aluminum (min of grade AC-10) 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 Godrej make, concealed tower bolts, locking arrangements using SS aldrop 16mm dia and 300mm long etc. complete as per drawings, specifications and as directed by EIC.
10
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Providing and fixing in position anodized (min of grade AC10) / 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 etc. complete as per drawings, specifications and as directed by EIC.
20
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With anodized aluminum section (min of grade AC10) of approved shade
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Non Slippery Ceramic tile flooring/dado using 6mm thick matt finished ceramic tiles of sizes as mentioned below, 1st quality 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.
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For flooring using tiles of size 300x300mm, 450x450mm
10
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For Dado/Skirting using tiles of size 300x450mm
15
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Taking out existing cement concrete interlocking paver blocks including bedding sand from footpath, parking etc. including removal of rubbish etc., disposal of unserviceable materials to the dumping ground (Payment shall be made separately under relevant item) and stacking of serviceable materials within 50m lead complete as directed by Engineer-in-Charge.
150
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Labour Charges only for laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level,curvature, colour and pattern over 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. Note:- 1) CC paver blocks shall be supplied by the department free of cost. 2) The cost of sand shall be paid separately under relavant item.
150
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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 and as per manufacturer's recommendations.etc. complete as per drawings, specifications and as directed by EIC.
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With POLYAMIDE cured epoxy paint
175
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Providing and fixing 2mm thick epoxy based joint less flooring over existing flooring such as concrete floor, tiles, wood, metal etc. formulated out to required levels, thickness slopes and finished smooth or rough including curing, preparing the surfaces such as filling holes, cracks, joints, wherever necessary by epoxy based trowelling compound, including providing and applying one coat of two component epoxy based primer including cost of materials and labours etc. complete as per manufacturer's recommendation.
100
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Fabrication, supply and fixing of extruded aluminum alloy double wall remote control Rolling shutters with side one operator drive unit and Direct drive option, confirming to IS 6248 (1979). Extrusion for the components of rolling shutters shall be conforming to 53000 (NE5) or 64430 (HE30) of IS: 733 etc. complete as per drawings, specifications and as directed by Engineer-in-charge.
15
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NOTE :- Curtain shall be built up from interlocking lath sections of aluminum alloy conforming to 53000 (NE5) or 64430 (HE30) of IS: 733. The thickness of lath sections for curtains shall not be less than 18 gauge (1.25 mm) section, with nominal profile height as 78 mm +/- 0.05 mm. The lath section shall have interlocking curls at both edges and a deep corrugation at the centre with a bridge depth of 16 mm to provide sufficient curtain stiffness for resisting manual pressure and normal wind pressure. Each lath section shall be continuous single piece without any welded joint. When interlocked, the lath section shall have a distance of nominal 75 mm between rolling centresThe Lock Plate provided at the bottom of the shutter, shall be composed of a mild steel plate not less than 3.15 mm thick, reinforced with mild steel angle not less than 35 x 35 x 5 mm at bottom of the plate. The lock plate shall also be provided withpulling handles, one handle for 2.5 m width and 2 handles for widths above 2.5 m.Guide channels shall be of mild steel deep channel section of rolled, pressed or built up (fabricated) construction. The thickness of the sheet used shall not be less than 3.15 mm.Each guide shall have a minimum of 3 fixing cleats. The spacing of cleats shall not exceed 0.75 m Bracket Plates shall be fabricated out of mild steel plate of 3.15 mm thick. Hood covers shall be made of mild steel sheets not less than 0.9 mm thick
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Providing and fixing in position false flooring of finished floor height (FFH) of 300 mm from the existing floor level of M/s Unifloor, M/s Supersil at all levels in perfect shape, size, alignment, level, free from any undulation and warpping all as directed including tools & tackles, all taxes, liability as per labour laws, safety appliances, scaffolding including cleaning etc. complete as per specifications and as directed by Engineer-in-charge essentially as specified below:
90
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a) PANELS : Providing and Fixing 600 mm x 600 mm composite steel cementitious panel with thickness between 30 mm to 35 mm consisting of outside steel sheet surface and cavity filled with non combustible lightweight cementitious compound, panel generally confirming to Class "O" fire rating as per BS 476. The steel surface is protected by galvanizing and epoxy coating allround. Minimum thickness of steel sheet should be 0.55 mm.
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b) PEDESTAL: Providing and fixing sub structure support consisting of steel pedestal head assembly of 75 mm x 75 mm x 3 mm thick top plate @ 600 mm c/c in both directions mechanically riveted to min 80 mm long rolled formed stud and 2 check nuts for level adjustment and arresting verticle movement, 25 mm OD steel pedestal pipe @ 600 mm c/c in both directions of required length to acheive FFH of 300 mm, the pedestal pipe is riveted to steel base plate of 100 mm x 100 mm x 2 mm thick @ 600 mm c/c in both directions with stiffening folds for enhanced strength and grip to glue. The bottom of the pipe shall be beaded to acheive perpendicularity and resistance to moment arising from lateral loading. The pedestal shall be able to carry an axial load of 15 kN and overturning moment of 100 Nm. All steel components shall be electrogalvanized. The sub structure assembly shall be suitably anchored to the floor with epoxy based adhesive and screws as directed by engineer-in-charge.
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c) STRINGER: Providing and fixing electro galvanised hollow steel section stringer of size 20 mm wide x 30 mm depth 0.80 mm thick x 570 mm long to support false floor pannels from all four sides for alignment. The stringers to have counter sunk holes at both ends to accomodate bolting of M6 machine screws to the pedestal head assembly.
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d). Providing and fixing hard PVC beading of shape approved by Engineer to the all edges of floor tiles. The beading shall be push and fitted firmly with suitable groove in floor tiles & approved quality adhesive to avoid any gap between tiles and to avoid any A.C. leakage.
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e) The rate should include cost for cutting of panel for UPS, projection AC, electrical panel and other instruments as required and as directed by Engineer-in-Charge.
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f) The whole false flooring assembly shall be capable of carrying UDL of minimum 1000 kg/ sqm, concentrated load of minimum 40 kg/ sq.cm, rolling load of min. 200 kgs with min. 5000 passes having factor of safety of atleast 3 in all of the above conditions.
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g) Dimensional tolerance:
Floor panel flatness :- ± 1.00 mm in any direction
Floor panel width or length from specified size :- ± 1.00 mm
Floor panel squareness :- ± 0.50 mm
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h). The edges of the tiles opening made for the cable entry in the tiles shall be finished by filling the edges with suitable compound as directed by engineer-in-charge.
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i). At the bottom of each floor tiles 4 nos. cleats of 50mm length each made out of aluminium angle 25 mm x 25 mm x 5 mm thick shall be fixed on each corner with smaller head screws.
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Providing & fixing in position 50mm thick heavy density THERMOCOLE (density not less than 18kg/m³) in ceilings for under deck insulation at all heights, tying thermocole to ceiling with 10 G G.I. wire including cutting to required size, sticking with bitumen & sealing the joints with approved bitumastic compound etc. complete including cost of all materials and labours involved for complete work etc. as per specification.
50
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Scraping the walls and concrete surfaces at all level to remove existing white/colour wash, distemper, oil paint, oil bound distemper, acrylic emulsion paint or other similar finishes and making the surface smooth by repairing the scratch etc. including necessary scaffolding, cost of sand papers, steel scrapers, compatible scratch filler etc. complete as per specifications and as directed by Engineer-in-Charge.
250
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Providing & fixing in position Precast Cement Concrete Jalli, 75 mm thick of approved design & pattern of approx size 300 mm x 300 mm/600mmx600mm using RCC 1:1.5:3 including the cost of formwork & MS reinforcement as per specifications set in C M 1:3, close jointed and pointed with Cement paste including finishing the surface smooth, curing, hoisting & erecting in position etc. complete. as per specifications and as directed by Engineer-in-Charge.
140
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