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 Date18 Dec 2023
Closing DateCancelled
Tender Amount₹ 34,00,000
Costs
EMD
₹ 68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RRCAT_786022_1Bid Award Id
ViewTender No
RRCAT/Rev/CSD/3121/W-4262/23Tender Authority
Raja Ramanna Centre For Advanced Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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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
17
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1.50 metre to 3.00 metre below average G.L
17
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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
63
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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.
12
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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.
3.2
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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.
13
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In columns, mullions, pillars, posts, struts
4.3
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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
70.8
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Columns, pillars, posts, struts, mullions etc.
28.8
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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.
2.05
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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,
13.5
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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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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 310 as per IS: 4923 at all levels including welding, painting with two coats of PU paints 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.)
10.38
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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, 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 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.)
0.54
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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 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, 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.
364
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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
40
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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.
58
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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.
45
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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
390
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Providing and fixing in position readymade PRECAST CEMENT CONCRETE Kerb Stone 80 mm thick of approved design & pattern of size 300mm x 350 mm & having a minimum compressive strength of 350 Kg/Sqcm, including the cost of excavation, necessary 1:2:4 cement concrete for embedment of kerb stone, necessary formwork if required etc. as per specifications, close jointed & pointed with cement paste including finishing the surface smooth, curing, hoisting & erecting in position etc. complete as per drawings, specifications and as directed by Engineer-in-charge.
73
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Filling under floors, with 6 mm and down aggregate including fine i.e.stone churi including spreading, watering, ramming consolidating, finishing to levels etc. complete
19.5
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Providing, laying, jointing, fixing and testing PVC rigid pipes of class 'B' of preferred make / brands for sewerage ensuring thermal stability for waste water, sewage, acids etc. including all PVC fittings, jointing with durable solvent, testing the pipes at a pressure of 6 Kg per Sq cm etc. complete as per drawing, specifications and as directed by the Engineer-in Charge.
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150mm NB
15
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Construction of Inspection Chambers of internal clear dimension 900x600mm in 200mm thick brick masonry using IInd class bricks in cement mortar 1:6 over a bed of 150mm thick 1:3:6 cement concrete foundation, plastering with cement mortar 1:4, 20mm thick on inside, outside and all exposed surface finished with a floating coat of neat cement, 1:2:4 cement concrete for benching and channel finished with net cement, brick corbelling at top to provide clear opening of 900mm x 450mm, providing and fixng C.I. steps weighing not less than 3.5 kg/each at 300mm centre to centre etc. complete - depth of chamber not exceeding 900mm.
2
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Supplying, transporting to work site scattered at various locations of RRCAT premises and placing in proper position locally available readymade medium duty Precast RCC covers with frames generally as per IS:12592 of following specified clear sizes including minor cutting, dressing, aligning to fit properly, levelled in existing manhole or inspection chambers or gulley trap chambers including rigidly embedding the frame in 100mm thick CC 1:2:4 complete including cost of all materials, labourers, taxes, cess, transport, curing, wastage etc. complete as per specifications and as directed by Engineer-in-Charge.
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Rectangular shape 900mm x 450mm internal dimensions
2
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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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For soil
27
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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.
3.6
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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.
6.9
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Providing, laying or fixing approved quality PVC RAIN WATER PIPES & FITTINGS of make Supreme/Astral Pipes/Finolex pipes conforming to IS : 13592, with necessary clamps or concealed in walls including jointing with approved solvent ,clamping, and scafolding etc. complete. as per specification and direction by Engineer In charge.
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110mm dia PVC pipes
44
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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. 6.00 lakhs.
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