Airports Authority Of India Tender
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Airports Authority Of India - AAI Tender
Civil And Construction
Building Construction
Eprocure
Opening Date24 Mar 2025
Closing Date15 Apr 2025
Tender Amount₹ 2,53,14,000
Technical
Technical
Financial
Technical Capacity
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The required prior work experience for the bidder includes successfully completing or substantially completing three works, each of Rs. 101.26 Lakhs or two works, each of Rs. 126.57 Lakh or one work of Rs. 202.51 Lakh in single contract of similar nature of Civil Construction work during the last 07 years ending on 28.02.2025. Substantial completion shall be based on 80 per cent (value wise) or more works completed under the contract. For a Diploma holder to be treated at par with a Graduate Engineer, they should have a minimum of 10-year relevant experience with a reputed construction company. However, such diploma holders should not exceed 50% of the requirement of degree engineers. The bidder should have experience in framed structure or building work during the last 7 years ending on 28/02/2025. The details of the works completed should be provided, including the name of the work, work order/agreement number and date, cost, stipulated date of completion, actual date of completion, and completion cost. The bidder should have completed at least two works, with details of each work provided. Alternatively, the bidder can provide details of one work completed, with the same details as mentioned earlier. The value and percentage of similar works completed are as follows: - Minimum Annual Value of General Construction works: Rs. 675.04 Lakhs
- Minimum Value of civil works: Rs. 337.52 Lakhs, which is 50% of the minimum annual value of general construction works. The bidder needs to provide a list of only eligible category works of requisite amount with supporting documents issued from the client. The awarded cost of work is to be mentioned in the form. The annualized average financial turnover of the bidder should be equivalent to Indian Rupees Rs. 89.61 Lakh during the last three financial years. The minimum annual value of general construction work should be Rs. 675.04 Lakhs in any year of the last 5 years. The minimum net worth of the bidder should be Rupees Rs. 37.97 Lakh as certified by a CA.
Costs
EMD
₹ 7,59,420Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_AAI_230926_1Tender No
AAI/INDORE/ ENGG.-CIVIL/2024-25/11Tender Authority
Airports Authority Of India ViewPurchaser Address
-Website
http://https://www.aai.aero/
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Documents
BOQ Items
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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)
140
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Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns etc. for mass concrete
950
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Centering and shuttering including strutting, propping etc. and removal of form for :
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
1180
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Centering and shuttering including strutting, propping etc. and removal of form for :
Columns, Pillars, Piers, Abutments, Posts and Struts.
1240
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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.
22630
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Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars.
14530
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Providing and fixing sheet covering over expansion joints with iron screws as per design.
Cement bonded wood particle board 6 mm thick as per IS : 14276
200 mm wide
75
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work,using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering,finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve work ability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level
370
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work,using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering,finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve work ability without impairing strength and durability as per direction of Engineer-in-charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).
All works above plinth level upto floor V level.
140
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Add for using extra cement in the items of design mix over and above the specified cement content therein.
180
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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.
2200
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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
16300
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Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
5010
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Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2}), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.
10 x 120 mm
450
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Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.
Size of Tile 600x600 mm
15
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Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sgm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
550
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Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using Gl slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm Gl adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
12.521 Gl Metal Ceiling Lay in plain.
GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of Gl sheet having galvanizing of 100 gms/sgm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of
0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation and backed with a black Glass fiber acoustical fleece.
15
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Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to 1S: 8183,density 48 kg/ m3, 50 mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building.
15
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12 mm cement plaster of mix :
1:6 (1 Cement : 6 coarse sand).
2130
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15 mm cement plaster on the rough side of single or half brick wall of mix :
1:6 (1 Cement : 6 coarse sand)
2130
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6 mm cement plaster of mix :
1:3 (1 Cement : 3 fine sand)
2650
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Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
6600
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
700
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
10
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
25
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
25
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Demolishing brick work 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.
In cement mortar
50
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Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:
Channels, angles, tees and flats
1000
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Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.
250
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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
2500
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Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used.
With G.I. barbed wire
160
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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retaiN horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
400
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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-incharge.
Made of G.I. wire of dia 4 mm
370
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and 1S: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately)
For fixed portion
Powder coated aluminium (minimum thickness of powder coating 50 micron)
15
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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and 1S: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately)
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
Powder coated aluminium (minimum thickness of powder coating 50 micron)
10
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Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade | Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.
Pre-laminated particle board with decorative lamination on both sides
2
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Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge .(Cost of aluminium snap beading shall be paid in basic item):
With float glass panes of 4.0 mm thickness (weight not less than 10kg/sgm)
3
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Brick work with Fly Ash Bricks Conforming to IS 12894, locally available size bricks of class designation 35 in foundation and plinth in;
Cement mortar 1:6 (1 cement : 6 coarse sand).
320
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Brick work with Fly Ash Bricks Conforming to IS 12894, locally available size bricks of class designation 35 in superstructure above plinth level upto floor V level in all shapes and sizes ;
Cement mortar 1:6 (1 cement : 6 coarse sand).
260
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Providing and Filling graded granular material (Moorum) in trenches, plinth, side of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering etc. complete. lead upto 50 mt. and lift upto 1.5 mt. Note: (Nothing extra shall be paid on account of payment of royalty charges of Moorum including all leads and lifts involved in the execution of this item.)
590
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Making picture of AAI Logo on exterior surface of boundary wall at desired intervals of size 690mm wide and 450mm in height and "AIRPORTS AUTHORITY OF INDIA " written in at bottom of logo of 50mm height using 12mm thick cement plaster 1:4 (1 cement : 4 fine sand) and painting surface with two coats of nevy blue colour synthetic enamel paint etc all complete as directed by Engineer-in -Charge.
40
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Extra For making Spikes on round bars
340
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Designing & Submitting the Structural design & drawing of Foundation, Coloumn, Beam, etc. For the proposed construction of Boundary wall and other Structures such as MS Shed, Roof Truss etc. Structural desingining & Drawing shall be done by a reputed consultant with prior approval of E-I-C. The contractor shall submit Structural design & drawing to the E-I-C- for vetting from any Govt. Engg. College. The Fees/Charges for Vetting shall be paid by the contractor. After vetting/approval of Structural designs and drawings, 03 (Three) sets of Good for construction drawings showing all relevant details by consultant shall be submitted to EIC. He shall also submit 03 (Three) sets of all the drawings in soft copy in USB Drive at his own cost.In case any clarification / alteratration is made by the E-I-C or any Govt. Engg. College, it will be made by the consultant for which nothing will be paid extra.
Designs must be finalized keeping-in-view of the various security norms prevailing at the time of designing and consultant must be aware of all the security norms.
Keeping-in-view of the security of the airport, design & drawing must be finalized in such a way so that construction can be completed in minimum time.
Before finalization of Structural design & drawings consultant should explain it to with E-I-C.
Note: The contractor shall appoint the consultant for Structural design with prior approval of the E-I-C.
1
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Providing and Fixing Anchor rod of HILTI make HAS-U A4 M16*165 or equivalent with Adhesive Capsule of Hilti make HVU2 M16*125 or equivalent.The product should be approved by ETA, ICC, CSTB, COLA, BZS with Shock approval, Seismic (C1 & C2) approval, Fatigue and Fire Approvals in anchors to use in cracked/un-cracked concrete, tested for service temperature of -40 deg C to +80 deg C. Anchoring to be designed as per ETAG guidelines of post installation of anchors and TR 029. Drilling hole with double flute type drill bits/hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The adequate embedment depth & number of anchors to be calculated as per Software & the report to be submitted to the project manager, design engineer for approval. Scanning before drilling to be done with Hilti Scanner to avoid hitting existing rebars. For zones with high seismicity , seismic designs are mandatory. For shear loads , base plate designed by SOFA , filling sets are mandatory.
125
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