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 Jun 2024
Closing Date18 Jul 2024
Tender Amount₹ 1,20,00,000
Costs
EMD
₹ 2,40,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RRCAT_813857_1Bid Award Id
ViewTender No
RRCAT/Rev/CSD/3137/W-4294/41Tender Authority
Raja Ramanna Centre For Advanced Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
1.50 metre to 3.0 metre below average G.L
29
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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
29
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1.50 metre to 3.0 metre below average G.L
29
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Excavation in Trenches, for pipes and sewers in all soils except soft and hard rock by manual means upto a depth not exceeding 1.5m including shoring and dewatering if necessary and refilling in trenches with selected excavated materials in layers not exceeding 25cm. consolidating etc. and disposing the surplus earth within a distance of 50m.complete .
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0.00 metre to 1.50 metre below average G.L
32
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Forming embankments at all height above ground level with selected approved quality Murrum from barrow pit withnin RRCAT permises including excavation, transportation, filling in layers not exceeding 250 mm thick including breaking clods, watering, rolling each layer with power roller of minimum 8 tonnes capacity to attain at least 90% of the proctor density, dressing the sides and top to the required profile and grade etc. complete. and as directed by Engineer-in-charge.
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With approved quality murrum available from excavations within RRCAT premises by mechanical transport.
81
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Dismantling the existing structural steel work at all levels in M.S. channels, plates, angles, flats, R.S. joists, bolts etc. including scaffolding, cutting of structural steel members by gas cutting, removing the nuts, bolts etc. complete.
0.2
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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. and as directed by Engineer-in-charge.
2
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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.
25
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Demolishing brick work in cement mortar including scaffolding, stacking of serviceable material and disposal of unserviceable material within 50 mtr. lead as per drawings, specifications and as directed by the Engineer-in-Charge.
4
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Disposing by mechanical transport ; the garbage/ Unserviceable materials consisting of debris, rubbish, packing boxes, Ac sheet, gypsum sheet, grass, serviceable/ nonserviceable items, doors, windows, partitions etc. from domestic house / office to the predetermined locations in the RRCAT campus with all leads at anywhere in RRCAT including loading, unloading, levelling, carrying by mechanical transport as required to maintain cleanliness around houses, parks and buildings in RRCAT campus including cost of all tools and tackles etc., complete as per specifications and as directed by Engineer-in-charge ( Carriage capacity shall be around 5.00 Cum.).
5
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Lead charges for debris by mechanical transport anywhere in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc. complete.
10
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Note: The rates in respect of item this are applicable for the net quantity arrived at after making deduction for voids at 30% from corresponding stack/truck measurements.
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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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For soil
96
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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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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,
10
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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 superstructureat all level including double scaffolding, raking out joints, curing etc. complete as per specifications and as directed by the Engineer-in-Charge.
114.6
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Half Brick masonry using table moulded chimney bricks having a compressive strength not less than 40 kg/cm² in C.M. 1:4 at all levels, including curing raking out joints, etc. complete as supports to kitchen platform, shelves, cupboards, flower beds etc. complete.as per drawings, specifications and as directed by the Engineer-in-Charge.
60
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Half Brick masonry using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in partition walls in C.M. 1:4 at all levels, with stiffeners of reinforced cement concrete 1:2:4 (100mm x 100mm) size at every 900mm height including double scaffolding, raking out joints, form work for stiffeners, curing etc. complete
20
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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 75 mm and down size aggregates)
41
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For grading - II material (with 53 mm and down size aggregates)
41
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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.
31
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Cement plastering at all levels for internal walls/ceiling with cement mortar 1:4/1:5 finished smooth (steel trowel finish) so as to obtain smooth surface for painting over brick walls or concrete surfaces, including hacking of concrete surfaces, double scaffolding, making grooves,curing etc. complete as per drawings, specifications & as directed by the Engineer-in-charge.
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12mm thick for internal ceiling in CM 1:4
20
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15mm thick for internal walls in CM 1:4
575
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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 drawings, specifications & as directed by the Engineer-in-charge.
80
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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.
642
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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.
74
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Providing & laying in position Design Mix REINFORCED CEMENT CONRETE of M-25 grade at all heights using graded stone aggregate of 20mm max. size including machine mixing, weigh batching, mechanical vibration, consolidation, finishing, curing and cost of labour, machinery, and materials etc. complete as per specifications but excluding shuttering, formwork and steel reinforcement. (Minimum Cement content shall not be less than 387kg/cum of concrete.)
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In foundations, footings, plinth beams & flooring.
52
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In columns, mullions, pillars, posts, struts
27
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In beams, slabs, lintels, bed blocks, chajjas, canopies, shelves, walls and window cills. Staircase etc
18
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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
126
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Columns, pillars, posts, struts, mullions etc.
274
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Sides and soffits of beams, beam haunchings lintels, cantilever, girders, bressumers, soffits of suspended floors, roofs, balconies, chajjas etc.
113
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Walls, partitions and the like including attached pilasters etc.
70
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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 1.6mm dia soft drawn annealed binding wire etc. complete including cost of binding wire as per drawing, specifications and as directed by Engineer-in-Charge.
25.5
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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 of Preferred 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 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 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.)
1.1
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Note: 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 certificate from the 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 deemd 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 of Preferred make only shall be used.
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Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using RHS, SHS, foundation bolts & circular hollow sections of Grade Yst 250 as per IS: 4923 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.)
7
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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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6. The contractor shall provide and erect necessary scaffolding system to carryout the work at requisit height as per drawing along with working plateform/ chadies, contractor also provide safety net and safety over entire work area for safety of work man carring out the work at height, if required to be arranged at no extra cost.
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7. The Contractor also provide safety net and safety over entire work area for safety of work man carring out the work at height, if required to be arranged at no extra cost.
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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.
48
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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 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 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.
372
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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. Note: S.S.screw at proper spacing shall be used to fix the granite in addition to above where ever required.
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Black, cherry/ruby red shade
10
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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 & fixing 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
270
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Cement plaster 20mm thick in skirting and risers to steps with cement mortar 1:3 finished with a coat of neat cement including rounding of junctions with floor where necessary curing etc. complete.
7
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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 of Preferred 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 Supplying and fixing Mortise Dead lock of Preferred make ( 7 lever) 2 way locking facility and key arrangement of both side, eye piece and safety chain,
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providing & fixing aluminum/CPMS fittings, fixtures heavy duty Stainless steel hinges, of Preferred 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.. . Note : Fittings & fixtures shall be indicated in tender drawing.
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35mm thick ( Main Door)
10
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Providing and fixing in position anodized (min of grade AC5) aluminum louvered ventilators, using aluminum alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum verticle and horizontal rectangular sections of minimum size 44.0x46.0x1.40 mm thick with adjustable louvers clips on both vertical side to hold and rotated 4 m thick bajri glass strip louvers, 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 providing and fixing bajri glass of 4.0 mm thickness etc. complete as directed by EIC.
9
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Providing and fixing in position anodized (min of grade AC5) aluminum two track sliding windows, louvered ventilators etc., using aluminum alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum vertical and horizontal rectangular sections of minimum size 61.00 x 24.00 x 0.84 mm thick, Bottom track sections of minimum size 61.00 x 31.00 x 1.50 thick, top & side members 61.00 x 31.00 x 1.50 mm thick and aluminum sections for frame of window sliding panels for top, bottom, verticle & interlocking members of minimum size 40.00 x 18.00 x 1.55 mm thick, including providing and fixing concealed type heavy duty (metal - body, hook & bracket) locking arrangement of approved shade and make, heavy duty roller (smoother carbon steel bearing type), PVC liner, aluminum angle cleats, 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 4.0 mm thickness with edges champhered (wherever required) with PVC/Neoprene Gasket Lining etc. complete.
17
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Providing and fixing in position anodized (min of grade AC5) aluminum louvered ventilators, using aluminum alloys extruded section as per approved make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum verticle and horizontal rectangular sections of minimum size 44.0x46.0x1.40 mm thick with adjustable louvers clips on both vertical side to hold and rotated 4 m thick bajri glass strip louvers, 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 providing and fixing bajri glass of 4.0 mm thickness etc. complete as directed by EIC.
25
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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.
26
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Scraping the walls and concrete surfaces at all levels using machine grinders, sand papers, steel scrapers to remove the existing white/colour wash, distemper,oil paint, oil bound distemper, acrylic emlusion paint or water proof paint, including necessary scaffolding, cost of sand papers/ steel scrapers/machine grinder etc., removing loose dust and dirt with stiff brush and washing the surface with clean water etc. complete as per drawing, specifications and as directed by Engineer-in-charge.
63
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Repainting of old painted surfaces at all levels with two coats of Acrylic Emulsion paint of approved shade and make including preparing the surfaces, removal of old loose paint if any , fungal growth,sepage patches, loose dust & dirt if any, sand papering, filling with putty as required, scaffolding and cleaning etc. treating the surface with antifungaul/waterproofing compound wherever reuired complete. as per drawing, specifications and as directed by Engineer-in-charge.
63
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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, tools & tackles, safety appliances etc. complete
-
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Two finishing coats over a coat of primer
595
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Painting wood/steel work with two coats of FLAT OIL paint of approved shade and made over one coat of approved wood/steel primer including preparing surfaces, filling with putty, scaffolding and cleaning, tools & tackles, safety appliances etc. complete
-
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On steel surfaces
30
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Painting New exterior walls with two coats of Waterproof cement paint of Preferred make & shade including preparing the surfaces, filling with putty wherever required, scaffolding and cleaning, tools & tackles, safety appliances etc. complete.
660
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Painting the steel surfaces at all heights like windows, doors, structural steel members, frames, space frame with two coats of two component air drying acrylic aliphatic Polyurethane coatings of Preferred make & approved shade including applying one coat of Zinc Phosphate primer and preparing the surfaces by removing loose dust, rust and dirt with stiff brush and washing the surface with clean water, treating surface with anti-fungus chemical wherever required, filling with putty, scaffolding, tools & tackles, safety appliances etc. complete.
500
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Providing pre-construction anti-termite treatment (with of Preferred make 1% concentration) generally as per IS 6313 (Part-II)-1981 guaranteed for ten years complete. The treatment shall comprise of following stages :-
270
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a). Treatment around foundation, footing & columns :- Soil poisoning from the depth of 500mm below ground level around RCC/Brick foundations, columns, plinth beams, walls, etc. with chloropyrifos (1% concentration) @ 7.50 litres per sq.m. of vertical surface including rodding the earth at 150mm centre to centre close to the column/ beams/walls surfaces, spraying the chemicals so as to soak the soil right to the bottom complete including tamping back the soil into place after this operation.
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b). Treatment around internal/external walls or plinth beams :- Soil poisoning from the ground level upto the level of filled up earth surface around junction of internal/external wall and floor with of Preferred make (1% concentration) @ 7.50 litres/m². of vertical surface so as to establish continuity of the vertical chemical barrier on inner wall surfaces from ground level including making a small channel of size 30mm x 30mm, rodding the channel at 150mm centre to centre to pour the chemical, spraying the chemicals so as to soak the soil right to the bottom complete including tamping back the soil into place after this operation.
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c). Treatment of soil below sub grade of floor :- Soil poisoning of the top surface of the filled earth within plinth wall with of Preferred make@ 5.00 litres/m². of the surface including making hole 50 to 75 mm deep at 150mm centre to centre both ways.
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d). Treatment of soil along external perimeter of building :- Soil poisoning along external perimeter of the building including making holes with iron rods, 300mm deep @ 150mm intervals filling these holes with of Preferred make @ 7.50 litres/m². of the perimeter walls. In the event of filling being more than 300mm, the external perimeter treatment shall extend to the full depth of filling upto the ground level so as to ensure continuity of the chemical barrier.
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Note: The amount @ 10% of security deposit deducted from the item shall be withheld by the department for a period of 10 years from the date of completion (as per service guarantee).
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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. d) The minimum amount of bill to be paid shall be Rs. 14.00 lakhs. e) A land for the construction of contractor shade in RRCAT premises shall be provided for material storage and contractor has to make arrangement for temporary shade at the alloted space for the shade & same must be removed after the completion of the work at their own cost. If contractor is allowed to use departmental constructed space, same shall be charge @ 500/- per Sqm per month and contractor has to handover the same in good condition after the storage use.
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