Bhabha Atomic Research Centre Tender

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Bhabha Atomic Research Centre - BARC Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date27 Jan 2025
Closing Soon10 Feb 2025
Tender Amount₹ 4,63,53,170 
Notes
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Bid Capacity
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Bidding Capacity = {[A x N x 2] – B} Where, A= Maximum turn over in construction works executed in any one year during the last five years taking into account the completed as well as works in progress. The value of completed works shall be brought to current costing level by enhancing at a simple rate of 7% per annum. N= Number of years prescribed for completion of work for which bids has been invited. B = Value of existing commitments and ongoing works to be completed during the period of completion of work for which bids have been invited.
Technical Capacity
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The required prior work experience for the bidder includes completing similar works, specifically "Civil Construction Works with experience in road construction", in the last seven years. The bidder should have completed works such as: - Three similar works each costing not less than 40% of the estimated cost, - Two similar works each costing not less than 60% of the estimated cost, - One similar work costing not less than 80% of the estimated cost. The value of executed works shall be brought to the current costing level by enhancing the actual value of work at a simple rate of 7% per annum. The bidder should provide a list of similar works completed in the last 7 years, including details such as the agency for whom the work was executed, value of work, stipulated time of completion, and actual time of completion. Additionally, the bidder should have a minimum average annual turnover of 50% of the estimated cost in the last three consecutive financial years. The bidding capacity of the contractor should be equal to or more than the estimated cost of the work put to tender. The bidder should also provide certificates of work experience, performance certificates, and completion certificates, as well as a list of works in hand and details of technical and administrative personnel to be employed for the work. No specific amount for similar works is mentioned, but the bidder needs to provide financial information, including gross annual turnover on construction work, profit/loss, and certified financial statements for the last five years. The bidder should have satisfactorily completed works in India during the last seven years. The cost of work shall mean the gross value of the completed work excluding those supplied free of cost. The bidder should have completed similar works in all respects during the last seven years ending on the previous day of submission. The details of similar works completed are to be provided in FORM 'C', which includes information such as the name of the work/project, location, owner or sponsoring organization, cost of work, dates of commencement and completion, and any pending litigation or arbitration. The bidder should also provide an undertaking that the eligible similar work(s) have not been executed through another contractor on a back-to-back basis.

Costs

Description

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BOQ Items

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Supplying and filling the selected earth from outside of DAE installation (with a lead of 28 kilometres) including excavation from borrow pits if any required. Filling in layer of not more than 150mm thick, each layer well rammed and consolidated by mechanical roller including water consolidation etc. levelling, dressing the top surface to the required level, comlying with standard specification and as directed by the Engineer-in-charge. Proper trip sheet records shall be maintained for bringing the earth through DAE main gate with security stamp duly signed by Departmental Engineer.

22000

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Providing and laying cast in situ controlled reinforced cement concrete of M30 grade at all levels and lifts mentioned below, using 20 mm maximum size hard granite machine crushed graded stone aggregates, including weigh batching,charges for mixing and cost of admixture, mechanical mixing, transporting and placing, at all lifts, vibrating, consolidating, curing, finishing smooth, of all exposed faces complete for column footing, column, lintel, sunshade, getter slab, beams, slabs, water tank, machin foundation, trench raft, trench cover slabs and all other structural elements including dewatering werever necessary all as per specification and all as shown in drawings and as directed by the engineer incharge for all insitu item. Note: 1.The rate of concrete shall include all labour, equipment, charges of mixing & cost of admixture. Chemical admixture confirming to IS 9103 shall be mixed in fresh concrete and prior permission from engineer - in -charge shall be obtained for dosage and compatibility. 2.Test certificate of cement, procued from dealer/company to be submitted for all cement related works by the contractor. 3.The rate shall be quoted on the basis of use of 370Kg of cement per Cu.m concrete. Any upward ,downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F.

140

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Providing, straightening, decoiling wherever necessary bending, cutting, binding and fixing in position steel reinforcement TMT bars of Fe500 / Fe500D grade steel conforming to IS:1786 'SAIL or VIZAG or approved equivalent make' and tying with approved annealed binding wire of 1.6mm dia in all reinforced cement concrete work at all lifts, including cost of supplying and fixing the spacer/cover blocks in cement mortar 1:2 and binding wire complete all as per specification and as directed by Engineer-in-Charge at all lifts. Note: The rate shall be including the cost of reinforcement steel. The reinforcement steel will be procured from dealers with a test certificate as approved by the department. For further details please see Clause 11 of Section VIII, General Information for Guidance of Tenderers.

4

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Supplying, fabricating, erecting and fixing in position at all levels, centering and shuttering to correct line and levels including strutting, propping etc., with necessary bracings in all axrs to give a stable assembly with provision for making the joints in the shuttering fully leak proof and with provision for fixing coil nuts with tie rods along with suitable channel for lateral supports and for inserts, projecting dowels, anchor bolts or any other fixtures, including staging, access and working platforms etc., all complete as specified and directed including dismantling and removing the aforesaid assembly after the concrete attains the sufficient strength to self-support itself without cracking and distortion all as per specification, including all materials and labour complete in all respects at all lifts. The measurement for the formwork will be the actual area of forms in contact with concrete surfaces. Shuttering with plywood panels alone will be permitted.

360

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Providing and laying non pressure 900mm dia NP2 class RCC Hume pipes conforming to IS:458, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes including testing of joints etc. complete all as per the drawings and specifications and as directed by the Engineer-in-charge.

150

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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRT&H specifications for road and bridge works (4th Revision) and as directed by the Engineer-in-Charge.for Grading-I material

5250

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