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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.5 LAccepted-Finance | L1 | Accepted-Finance L1 Agency | |
| 2 | L2₹52.1 L+₹3.6 L (7.53%)Rejected-Finance | L2 | Rejected-Finance L2 Agency | |
| 3 | L3₹55.0 L+₹6.5 L (13.4%)Rejected-Finance 4 33 IRFAN MANZIL AYIKKARAPPADI CHERUKAVU MALAPPURAM KERALA 673637 | MALAPPURAM | KERALA | 673637 | L3 | Rejected-Finance L3 Agency | |
| 4 | L4₹55.7 L+₹7.2 L (14.9%)Rejected-Finance | L4 | Rejected-Finance L4 Agency | |
| 5 | L5₹56.2 L+₹7.8 L (16.0%)Rejected-Finance | L5 | Rejected-Finance L5 Agency |
| Sl No | Description | Qty | Unit | YASEES ASSOCIATES L1 | TATI CONSTRUCTION PVT LTD L5 | SUMAN FABRICATORS AND CONTRACTORS L2 | IGNOTEC ENGINEERS LLP L3 | TERRACE INFRASTRUCTURE LLP L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Carriage of materials By Mechanical Transport including loading, unloading and stacking Lime, moorum, building to a lead of 1 km | 20 | Cum | 150 ₹3,000 Lowest | 350 ₹7,000 | 1,000 ₹20,000 | 184 ₹3,680 | 550 ₹11,000 |
| 2.00 | 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 upto 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 | 90 | Cum | 225 ₹20,250 Lowest | 350 ₹31,500 | 800 ₹72,000 | 368 ₹33,120 | 330.41 ₹29,736.9 |
| 3.00 | 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 m and lift upto 1.5 m | 140 | Cum | 125 ₹17,500 Lowest | 180 ₹25,200 | 150 ₹21,000 | 368 ₹51,520 | 220 ₹30,800 |
| 4.00 | 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. | 3 | Cum | 8,250 ₹24,750 | 8,200 ₹24,600 Lowest | 8,200 ₹24,600 Lowest | 11,281 ₹33,843 | 11,731.49 ₹35,194.47 |
| 5.00 | 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. | 16 | Cum | 6,500 ₹1,04,000 | 6,500 ₹1,04,000 | 5,500 ₹88,000 Lowest | 9,301 ₹1,48,816 | 7,286 ₹1,16,576 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns. | 65 | Sqm | 400 ₹26,000 | 350 ₹22,750 Lowest | 600 ₹39,000 | 491 ₹31,915 | 882.92 ₹57,389.8 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 40 | Sqm | 675 ₹27,000 | 700 ₹28,000 | 600 ₹24,000 | 491 ₹19,640 Lowest | 700.71 ₹28,028.4 |
| 8.00 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing.
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) | 30 | Cum | 8,700 ₹2,61,000 | 8,500 ₹2,55,000 Lowest | 9,500 ₹2,85,000 | 11,281 ₹3,38,430 | 9,634 ₹2,89,020 |
| 9.00 | 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 de rived from natural sources) | 30 | Cum | 9,000 ₹2,70,000 | 8,200 ₹2,46,000 Lowest | 9,200 ₹2,76,000 | 11,281 ₹3,38,430 | 9,634 ₹2,89,020 |
| 10.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering,shuttering, finishing and reinforcement :
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) | 4 | Cum | 10,250 ₹41,000 | 10,200 ₹40,800 | 9,200 ₹36,800 Lowest | 11,281 ₹45,124 | 11,731 ₹46,924 |
Tender Value
₹63.6 L
EMD Value
₹1.9 L
Closing Date
18 Nov 2025, 6:00 pmClosed
Senior Manager (Engg-Civil)
Senior Manager (Engg-Civil), AAI, Calicut International Airport
Construction of Scooter shed for staff Shed for Fuel storage tank at New power house and Fencing and Gate in front of New power house at Calicut International Airport
2025_AAI_253495_1
AAI/CL/SM/ENGG-(C)/ SCOOTER SHED/2025-26
Open Tender
Civil Works
Item Rate
150 days
Calicut Airport
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,180
₹1.9 L
28 Nov 2025
28 Oct 2025
21 Nov 2025
29 Oct 2025
18 Nov 2025
29 Oct 2025
29 Oct 2025 - 4 Nov 2025
Amount
Carriage of materials By Mechanical Transport including loading, unloading and stacking Lime, moorum, building to a lead of 1 km
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 upto 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
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 m and lift upto 1.5 m
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.
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.
Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns.
Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 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)
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 de rived from natural sources)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering,shuttering, finishing and reinforcement : 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)
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
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete 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 of grade Fe-500D or more
Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers
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.
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.
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
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.
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Dark shade pigment using ordinary cement.
Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand).
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.
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 @ 0.90 litre/10 sqm).
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
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).
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 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 line sand etc. all complete as per the direction of Engineer-in-charge.
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. 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.
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).
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 IS: 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 / paneling, 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) .
Providing and fixing in position 4mm thick Aluminium composite panels(ACP) in external face, column, and any other location in required profiles as per direction of Engineering in charge. Approved make confirming to ASTM standard/ specification core sandwitched between two skins of 0.5mm thick to have overall thickness of 4mm with exterior coating of PVDF paint. The item includes straight/ slope curvilinear profiles and shapes including all accessories and incidental works. This item also includes application of approved silicon sealant in the joints to make it watertight. The ACP sheets to be fixed using mechanical fastens and cleats on structures. The cost includes ACP material, cleats, labours, fastners, screws etc. to fix aluminium composite panels to walls, including cutting in truss joining area as per the direction of Engineer In Charge. Only the cost of Aluminium required for fixing ACP sheet as per site requirement, framework wherever required will be paid extra.
Providing and fixing pre-coated galvalume steel sheet ( Steel sheet coated with an aluminum -zinc alloy and then painted with a durable coating for enhancingd aesthetics & protection and guard film for protection during tansporting & storage ) (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.40 mm (+0.030) total coated thickness with High Grade Aluminium Zinc coating, scratch hardness of 1.5 – 2/1 – 1.5 kg, Super Durable Polyester (SDP) paint type on top and Regular Modified Polyester (RMP) at bottom. Sheet should have a protective guard film to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling / self tapping screws with EPDM seal, complete up to 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. JSW or equivalent.
Cement concrete block masonry with cement concrete blocks with cement mortar 1 : 6 (1 cement : 6 coarse sand) including dressing of sides etc. complete as per the direction of Engineer in charge Up to plinth level.
SUMAN FABRICATORS AND CONTRACTORS (BID ID -928708)
IGNOTEC ENGINEERS LLP (BID ID -928911)
TERRACE INFRASTRUCTURE LLP (BID ID -928394)
TATI CONSTRUCTION PVT LTD (BID ID -928638)
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