Indian Institute Of Technology Tender

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Indian Institute Of Technology - IIT Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date20 Feb 2025
Closing Soon1 Mar 2025
Tender Amount₹ 2,31,44,486 
Notes
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Bid Capacity
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To determine the bid capacity required, specific criteria must be met, including similar works experience, average annual financial turnover, and net worth. The similar works experience can be summarized as: - 3 works * 40% of estimated cost - Or 2 works * 60% of estimated cost - Or 1 work * 80% of estimated cost The average annual financial turnover should be Rs. 1.85 Crore, and the net worth should be Rs. 23.20 Lakh. Additionally, the profitability requirement states that the bidder should not have incurred any loss in more than two years during the last five consecutive years. A formula for calculating the current value of executed works is provided as: Current Value = Actual Value * (1 + 0.07 * number of years since completion). These criteria and formulas outline the bid capacity required for a bidder to be eligible to submit a tender.
Technical Capacity
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The required prior work experience for the bidder includes completing similar works with specific values and percentages. The bidder can demonstrate this experience by completing: - Three similar works, each with a value of not less than 40% of the estimated cost, - Two similar works, each with a value of not less than 60% of the estimated cost, - One similar work with a value of not less than 80% of the estimated cost (rounded to the nearest Rs. 10 lac) in the last 7 years. The values of similar works are relative to the estimated cost or quoted amount, and the bidder must have completed these works within the last 7 years. The value of executed works is adjusted to the current costing level by enhancing the actual value of work at a simple rate of 7% per annum. In the case of Acrylic Synthetic flooring work, the bidder should have experience in one of the following: (a) Three similar Acrylic Synthetic flooring works each of value not less than 40% of the quoted amount, (b) Two similar Acrylic Synthetic flooring works each of value not less than 60% of the quoted amount, (c) One similar Acrylic Synthetic flooring work of value not less than 80% of the quoted amount. The quoted amount is against BoQ item (12), and the values are relative to this amount.

Costs

Summary

Construction Of 4 Nos Tennis Courts Behind Sncc Complex At Iit Hyderabad Kandi Sanagreddy

Description

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BOQ Items

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DO_NOT_SHOW

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All kinds of soil.

1590

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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

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With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

640

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.

3380

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CARRIAGE OF MATERIALS

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By Mechanical Transport including loading, unloading and stacking

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3380

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Centering and shuttering including strutting, propping etc. and removal of form for all heights :

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Foundations, footings, bases of columns, etc. for mass concrete

170

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Lintels, beams, plinth beams, girders, bressumers and cantilevers

150

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Columns, Pillars, Piers, Abutments, Posts and Struts

170

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Suspended floors, roofs, landings, balconies and access platform

27

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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

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Concrete of M10 grade with minimum cement content of 220 kg /cum

31

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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

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All works up to plinth level

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Concrete of M25 grade with minimum cement content of 330 kg /cum

510

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62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

3604

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.

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Thermo-Mechanically Treated bars of grade Fe-500D or more.

17800

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Providing and fixing of Tennis Court poles with net, Made with 4" MS Square Pipe with special internal ratchet system and Socket System for tightening the rope/net and epoxy painted and or equivalent as per the directions of Engineer-In-charge.

4

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Providing and application of ITF Certified 8 Layer Acrylic System (*Durable & Required Minimal Maintenance, All weather suitable /Friendly, Protective Against UV Rays, (i) 1 (One) layer for Concrete Primer @ 500 grm/m2 ii) 1 (One) Layer of Resurfacer 500 grm/m2. ii) 2 (Two) Layer with Coarse Cushion - 500 grm/ layer, total 1500 grm/m2 iii) 2 layer Fine Cushion - 700 grm/m2 , Total 1400 grm/m2 for 2 Layer iv) 2 Layer coat Colour Coat 1000 grm/m2 mixed with Silica sand 30kg of sand in 100 kg of colour coat. iv) line marking as per ITF standard in white colour., and inclusive with 3 Years of Warranty and it shall be executed in prescribed format on Rs.100/- non-judicial stamp paper as desired against Special Conditions of Contract clause No. 31 etc., all complete as per the directions of Engineer-In-charge.

2680

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Providing and laying solid concrete blocks masonry with block of M7.5 grade cement concrete block of required thickness as per drawing in foundation and plinth with RCC band and mullion as per structural detail in cement mortar 1:4 (1 cement : 4 coarse sand) all complete as per direction of Engineer. (The payment of RCC elements shuttering and reinforcement shall be made for separately).

115

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15mm cement plaster on rough side of single or half brick wall of mix

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1:4 (1 cement: 4 fine sand)

900

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12mm cement plaster of mix

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1:6 (1 cement: 6 fine sand)

495

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6 mm cement plaster of mix :

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1:3 (1 cement : 3 fine sand)

123

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Finishing walls with Acrylic Smooth exterior paint of required shade :

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New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

1030

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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

5300

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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm Dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in charge.

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Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer Dia not less than 5 mm in required colour and shade

590

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Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :

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300x16 mm

4

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Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with necessary screws etc. complete :

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125x90x4.00 mm

32

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

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Two or more coats on new work

240

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providing and fixing of PVC multi inlet /plain floor trap of approved brand and manufacture with minimum 40mm water seal, suitable bushes/reducers for inlet connection suitable support including all leads, lifts levels and heights etc.

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75mm Dia Outlet

20

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Providing and fixing on wall face unplasticized Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

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75mm dia pipe

40

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