Raja Ramanna Centre For Advanced Technology Tender
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Raja Ramanna Centre For Advanced Technology - RRCAT Tender
Civil And Construction
Eprocure
Opening Date6 Jun 2024
Closing Date18 Jun 2024
Tender Amount₹ 54,35,000
Costs
EMD
₹ 1,08,700Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RRCAT_810323_1Bid Award Id
ViewTender No
RRCAT/Rev/W-4293/2024-25/37Tender Authority
Raja Ramanna Centre For Advanced Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
For Soil
620
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Supplying, lowering, laying, RCC spun pipes (Class NP2) of IS : 458 with necessary collars, laid to correct grade and levels at all depths including cutting to length, jointing with hemp yarn and C.M. 1:1, caulking the joints and finishing, curing, testing etc. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
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150 mm n.b.
30
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300 mm n.b.
10
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Demolishing plain cement concrete works by chiselling at all levels including scaffolding, disposal of materials within 50 metres lead etc. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
1
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Demolishing brick work in cement mortar at all levels including scaffolding, stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead etc. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
15
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Providing & laying in position Cement concrete 1:3:6 using graded stone aggregate 40 mm max. size including consolidating, finishing, curing etc. complete excluding formwork as per specifications. All complete as per specifications and as directed by Engineer-in-Charge.
110
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Providing and laying rubber moulded reflective type factory made chamfered edge Cement Concrete interlocking paver blocks of 60 mm thicknesses in footpath, parks, lawns, drive ways or light traffic parking etc, of 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.
770
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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. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
40
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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.
160
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Half Brick masonry using table moulded chimney bricks having a compressive strength not less than 40kg/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. All complete as per specifications and as directed by Engineer-in-Charge.
300
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Providing centering and shuttering at all heights using steel plates including strutting and propping etc. and removal of the same for in situ reinforced concrete and in plain mass concrete work as per drawings, specifications and as directed by Engineer-in-charge.
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Foundations, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete
100
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Walls, partitions and the like including attached pilasters etc.
300
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Providing & laying in position REINFORCED cement concrete of M-20 grade at all heights using graded stone aggregate of 20 mm max. size including machine mixing, consolidation, mechanical vibration, finishing, curing, cost of labour & machineries etc. complete as per specifications but excluding formwork, shuttering and steel reinforcement.
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In foundations, footings, plinth beams, base of columns, flooring
55
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In beams, slabs, lintels, bed blocks, chajjas, canopies, shelves, walls and window cills. Staircase etc
30
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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 at all levels including supplying, cutting, bending, fixing, tying in position with 1.6mm dia soft drawn annealed binding wire etc. All complete including cost of binding wire as per drawing, specifications and as directed by Engineer-in-Charge.
5.1
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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 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 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. 1.60 mm 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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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 rough (wooden float finish) hacking the concrete surfaces, double scaffolding wherever necessary, curing etc. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
90
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Painting the exterior walls and roof with two coats of preferred make and approved shade including preparing the surface by removing loose dust and dirt with stiff brush and washing the surface with clean water, treating the surface with antifungal chemical wherever required, filling holes with putty, scaffolding and cleaning, tools & tackles, safety appliances etc. All complete as per drawing, specifications & as directed by the Engineer-in-charge.
35
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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 280 or higher as per relevent IS code at all levels including welding, painting with two coat of PU paint over a coat of approved steel primer and transportation etc. complete all as per drawings, specifications and as directed by the Engineer-in-charge. Note:The welding weights shall not be measured for payments but cost of same shall be included in the rate.
6
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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. of minimum grade Fe 250, at all levels including welding, painting with two coat of PU paint over a coat of approved steel primer and transportation etc. All 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.)
0.6
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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 two coat of PU 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.)
0.5
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Note: For item no. 17 to 19
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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 preferred make only shall be used.
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Providing, fabricating and erecting S.S. tube railing of 304 Grade comprising 50mm dia. & 16 gauge thick S.S. single pipe for top and 25mm dia. double member for vertical, providing and fixing runner pipes of 19mm dia. S.S on middle in three rows including providing and fixing bottom and end caps as per approved design on the top & end of the members, buffing of welded surfaces, cutting, welding the joints, grinding/muffing if necessary etc. All complete as per specifications and as directed by Engineer-in-Charge.
20
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Providing and fixing/laying in position MS doors consisting of 35mmx35mmx4mm angle door frame with 3 nos. M.S. holdfast on each side, 18G sheet for shutters welded over 25mm x 25mm x 3mm angle frame with one horizontal bracing at mid and two diagonal bracings upto mid bracing, using M.S. angle 25mm x 25mm x 3mm as bracing member and fixtures including painting with two coat of PU paint over a coat of approved steel primer etc. complete. Note: Fittings and fixtures shall be as indicated in tender drawings. All complete generally as per specifications and as directed by Engineer-in- Charge.
4
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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) 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 allow 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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