Raja Ramanna Centre For Advanced Technology Tender
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Raja Ramanna Centre For Advanced Technology - RRCAT Tender
Civil And Construction
Building Construction
Eprocure
Opening Date6 Nov 2023
Closing Date30 Nov 2023
Tender Amount₹ 37,00,000
Costs
EMD
₹ 74,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RRCAT_779414_1Bid Award Id
ViewTender No
RRCAT/85AI/CSD/C/3116/23/Tender 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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Earthwork excavation over areas in all soils except soft and hard rock by manual means and disposing off & levelling the soil within a distance of 50 metre.
288
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Excavation in Trenches, for pipes and sewers in all soils except soft and hard rock by mechanical means (hydraulic Excavator)/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
67
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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.
316
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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)
216
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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
144
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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.
11
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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.
2.2
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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.
5.5
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In columns, mullions, pillars, posts, struts
3.6
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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
24
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Columns, pillars, posts, struts, mullions etc.
35.8
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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.
1.5
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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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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.)
3.3
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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.)
0.9
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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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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,
5.6
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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 preferred make 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
826
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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.
120
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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
45.7
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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
150
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32 mm nb
60
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25 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
12
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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
80
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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.
14
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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
14
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Providing, Hoisting and installing at required elevation moulded Two layer HDPE cylindrical vertical water storage tanks of of preferred make / brands of the following capacities with suitable S.M. C. cover at top including the cost of labour for making hole in the storge tank for two nos inlet, two nos outlet, scour and overflow, providing and fixing necessary GI nipples ranging from 15mm to 50 mm n.b. of average 150mm length with double check nuts, washers,25mm dia.ball valve (brass) with brass spindle of Plimber/Cubix/DRP or other approved quality etc. complete.
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7500 litres capacity HDPE water storage tank
2
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Supply of good quality fine textured Red soil free from pebbles suitable for Lawns,plant propagation and pot culture etc. at RRCAT site including the cost of Royalty,excavation at source,loading , carriage, unloading , screening,stacking & spreading at RRCAT site and complete as per specifications and as directed by Head, Horticulture Section. (20% deduction shall be made for voids)
36
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Rolling in Cricket field, athletic track, batminton courts and other play field areas by Mechanical Roller of minimum 8 to 10 tons capacity so as to make the area compact and suitable for play /athletics etc and complete as per specifications and as directed by Head, Horticulture Section.
6
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Providing , laying and jointing CAST IRON SPECIALS/FITTINGS for pressure pipes for water supply like tees, bends, collars, reducers, enlargers of all sockets, socket and spigot or double end flanged conforming to IS: 1538 (Parts I to XXIII) - 1976 to correct alignment and levels including testing the specials to 10 kg/cm2 pressure with a minimum period of testing of two hours with clean and potable water, as per specifications and as directed by engineer-in-charge.
120
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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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