Airports Authority Of India Tender
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Airports Authority Of India - AAI Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date17 Feb 2025
Closing Date13 Mar 2025
Tender Amount₹ 2,68,99,821
Technical
Technical
Technical Capacity
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The bidder should have prior work experience with a minimum of three works, with details including name of work, value of work, date of start and completion, and certification of satisfactory completion. Alternatively, two works or one work are also acceptable. The experience certificate should show the nature of work done, value of work, and dates of start and completion. The bidder should have successfully completed or substantially completed three works, each of Rs. 107.60 Lakhs or two works, each of Rs. 134.50 Lakhs or one work of Rs. 215.20 Lakhs in single contract of similar nature of general civil construction work during the last seven years. Substantial completion shall be based on 80 percent or more of the works completed. For similar works completed, the value of executed works shall be brought to current costing level by enhancing the actual value of work at a simple rate of 7% per annum. No specific percentage of similar works completed is mentioned, but the bidder should have experience in similar nature of general civil construction work. The value of executed works should be at least Rs. 107.60 Lakhs for three works, Rs. 134.50 Lakhs for two works, or Rs. 215.20 Lakhs for one work, excluding GST. The percentage of substantial completion is 80 percent or more, value-wise. At least 50% of the minimum annual value of general construction work should be from engineering (civil) construction work.
Costs
EMD
₹ 8,06,995Document Cost
₹ 1,180Tender Fee
Refer Documents
Summary
Improvement Of Drainage System At Juhu Airport
Description
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Contact
Tender Id
2025_AAI_226237_1Tender No
AAI/AGM(E-C)/E-NIT/JJ/2025/9Tender Authority
Airports Authority Of India ViewPurchaser Address
-Website
http://https://www.aai.aero/
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Documents
Tender document for the work of Improvement of drainage system at Juhu Airport
NIT for the work of Improvement of drainage system at Juhu Airport.
BOQ Items
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Earth work in excavation by mechanical means (Hydraulic excavator of 0.9 cum bucket capacity) in all kinds of soil including all types of rocks excluding hard rock over areas including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, transporting and unloading to the embankment/filling location within all lifts and lead upto 1000m and leveling the dumped earth etc. complete as directed by Engineer-in-Charge.
(Note: The quoted rate of the item shall be all inclusive irrespective of position of ground water table or natural moisture content of soil)
11228
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Leveling and grading over areas in cutting and filling upto average 30 cm thickness in sqm including earth work in excavation with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, transporting the excavated earth to the filling locations within Airport area including all leads upto one km and lifts, breaking clods, dosing, grading, levelling, fine dressing etc. in accordance with requirements of lines, grades and cross sections, rolling with power road roller etc. complete as directed by Engineer-in-charge - all kinds of soil
51470
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-
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Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
600
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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 / 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. All works upto plinth level Concrete of M30 grade with minimum cement content of 350 kg /cum
660
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-
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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion
On bituminous surface @ 0.25kg/sqm
1000
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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
With rapid setting bitumen emulsion
On W.B.M / W.M.M. @ 0.4kg/sqm
1000
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Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
50
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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.
40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
50
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Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete.
New work (Two or more coats)
500
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
25000
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Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road
1000
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