Airports Authority Of India Tender
... More
Search from a plethora of business opportunities for Tamil Nadu tenders posted on the eProcurement TamilNadu website and other online and offline sources. Here, on BidAssist, you can find the best tender opportunities to boost your enterprise by finding work in Tamil Nadu government tenders, PSUs, Municipal Corporations and more. Read on to learn about the bidder registration process, DSC and more.
Airports Authority Of India - AAI Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 Apr 2025
Closing Soon26 May 2025
Tender Amount₹ 3,01,37,148
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
... View More
B&R of appropriate class.
Technical Capacity
... View More
The required prior work experience for the bidder includes having completed works of a similar nature, specifically Rigid / Flexible Pavement works. The bidder should have completed at least one work each costing not less than Rs. 241.10 lakhs (excluding GST/VAT) during the last seven years. Alternatively, the bidder can have completed similar works of value Rs. 120.55 Lakhs (excluding GST) or two works, each of Rs. 150.69 Lakhs (excluding GST) in a single contract of similar nature of works during the last 7 years. The substantial completion of works should be based on 80% or more works completed under the contract. The bidder needs to provide details of work experience, including the name of the work, value of the work, date of start and completion, and completion cost. The value of executed works should be brought to the current costing level by enhancing the actual value of work at a simple rate of 7% per annum. For works completed pre-GST era, the completion amount will be divided by 1.12 to exclude pre-GST taxes and make it at par with experience certificates of post-GST era, excluding GST. The bidder should also have an average annual financial turnover of Rs. 106.69 lakhs on construction works during the last three years. The bidder is required to submit a certificate of substantial completion, which includes the financial value of work done and a certificate of functional completion of the project/work/asset. The percentage of similar works completed is 80% or more works completed under the contract for substantial completion.
Costs
EMD
₹ 9,04,114Document Cost
₹ 1,180Tender Fee
Refer Documents
Summary
Miscellaneous Works In Operational Area At Coimbatore International Airport. Sh-recarpetting Of Existing Perimeter Road And Other Works In Operational Area At Coimbatore Airport
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_AAI_233756_1Tender No
AAI/CBE/AGM(C)-I/W-50/2025-26Tender Authority
Airports Authority Of India ViewPurchaser Address
-Website
http://https://www.aai.aero/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Providing and applying tack coat using bitumen emulsion(Rapid setting) complying with IS:8887 spraying the bitumen with mechanically operated spray unit, cleaning and preparing the existing pavement surface as per specifications.If the actual quantity of bitumen varies from the quantity specified, necessary cost adjustment for deviation in the quantity of bitumen shall be done as per rate in actual supply voucher from nearest refinery at the time of execution. The rate of bitumen exclusive of GST shall only be considered for payment. a) 0.20 kg /Sqm on existing bituminous surface
6728.5
-
-
... More
15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)
256.45
-
-
... More
Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
2253
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
13.1
-
-
... More
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
477.45
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
338.65
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
9.84
-
-
... More
Extra for laying concrete in or under foul positions.
68.41
-
-
... More
Providing and laying of Hot Mix Semi Dense Asphaltic Concrete(SDAC) using crushed stone aggregate of quality, size and grading as specified and 2% cement by weight of aggregates as filler of quality as specified and Viscosity Grade Bitumen (supplied in Bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in-Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values ocompaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade VG-30 content shall be taken as 120 kg/m3 of mix supplied in Bulk produced by Govt. Refineries and 2% cement by weight of aggregates as filler material]. (prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. )
336.43
-
-
... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
11.5
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
27.3
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. : All kinds of soil.
86.25
-
-
... More
Extra for laying reinforced cement concrete in or under foul positions.
65.54
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. : All kinds of soil
587.3
-
-
... More
Providing and applying primer coat with bitumen emulsion SS1 grade conforming to IS:8887 on prepared surface of Granular Base/WMM including clearing of surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means complete in all respects as per direction of Engineer-In-Charge. The contractor shall quote his rates assuming quantity of bitumen emulsion as 0.70 Kg/Sqm. If the actual quantity of bitumen emulsion varies from the quantity assumed above, necessary cost adjustment for deviation in the quantity of bitumen emulsion shall be done as per rate in actual supply voucher from nearest refinery at the time of execution. The rate of bitumen emulsion exclusive of GST shall only be considered for payment.
a) 0.70 kg /Sqm on GSB/WMM surface
1273
-
-
... More
Extra rates for quantities of works, executed : In or under foul position, including pumping out water as required
NALLAH CULVERT For Item No.1
1.83
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
29.53
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. : All kinds of soil.
2
-
-
... More
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres.
768
-
-
... More
Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in-charge.
337.95
-
-
... More
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.
37528.54
-
-
... More
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.
13401
-
-
... More
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 M40 grade with minimum cement content of 390 kg /cum
122.51
-
-
... More
Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approvedmanufacturer in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)
27.6
-
-
... More
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. : Hot finished welded type tubes.
488.61
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
79.07
-
-
... More
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
160.42
-
-
... More
Providing and laying of Hot Mix Dense Bituminous Macadam (DBM) using crushed stone aggregate of quality, size and grading as specified and cement filler of quality as specific and Viscosity Grade Bitumen(Supplied in bulk) in proportions as per job mix formula and laid to specific levels, grade and camber as per specification, drawings and as directed by the Engineer-in-Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade*( VG-30)shall be taken as 110 Kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% cement by weight of aggregates as filler material] ( prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. )
95.49
-
-
... More
Extra rates for quantities of works, executed : In or under foul position, including pumping out water as required
For boundary wall protection structures for Item no. 20
0.2
-
-
... More
Mechanically cleaning of stormwater drain of average size of 9.0 m width x 3.0 m depth after removing the mesh fixed on the steel frame work and stacking for reuse, dismantling steelwork in builtup section in angles, tees, flats and channels etc., lifting and keeping on side of drain adhering to the safety requirements using crane of 12 tonne capacity, cleaning the nallah bed using suitable poclain / excavator (Bucket) by inserting it to drain without disturbing nallah bed pitching and side wall, lifting the silt at bottom to the top of the drain, pumping out the sludge using sludge pump etc., loading to the tipper and removing the sludge to the location shown by the Engineer-in-Charge, refixing the builtup steel frame by lifting with crane and placing, welding back at cut locations, fixing with holdfast screws 12 mm dia and refixing the mesh using nylon tag over the structural grid over nallah etc. complete as per the direction of Engineer-in-Charge.
[Agencies are advised to visit site and understand the full scope involved before quoting the item.]
620
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%