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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 CrAccepted-AOC | ₹7.4 Cr | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹7.6 Cr+₹26.1 L (3.55%)Rejected-Finance | ₹7.6 Cr+₹26.1 L (3.55%) | L2 | Rejected-Finance Not the lowest bidder |
| 3 | L3₹7.8 Cr+₹46.1 L (6.27%)Rejected-Finance MANI MADOM AMBALAPUZHA PO ALAPPUZHA 688011 | ALAPPUZHA | ALAPPUZHA | KERALA | 688011 | ₹7.8 Cr+₹46.1 L (6.27%) | L3 | Rejected-Finance Not the lowest bidder |
| 4 | L4₹7.9 Cr+₹58.1 L (7.91%)Rejected-Finance 17 437 MARYSADAN BUILDING NEELEESWARAM P O KALADY ERNAKULAM KERALA INDIA 683574 | KALADY | ERNAKULAM | KERALA | 683574 | ₹7.9 Cr+₹58.1 L (7.91%) | L4 | Rejected-Finance Not the lowest bidder |
| Sl No | Description | Qty | Unit | MARYSADAN PROJECTS PVT LTD L4 | Princecon Builders& Developers L1 | POONAM GRAH NIRMAN PVT LTD L3 | k.v.jacob and sons L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork Excavation 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 de-watering, 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 5 km. as per specifications and as directed by the Engineer in Charge. | 11,737 | Cum | 250 ₹29,34,250 | 215.42 ₹25,28,384.54 Lowest | 225 ₹26,40,825 | 300 ₹35,21,100 |
| 2.00 | PCC 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) : 8 graded stone aggregate 40 mm nominal size), as per specifications and as directed by the Engineer in Charge. | 764 | Cum | 8,000 ₹61,12,000 | 5,900 ₹45,07,600 Lowest | 7,050 ₹53,86,200 | 7,200 ₹55,00,800 |
| 3.00 | RCC 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 workability without impairing strength and durability as per direction of Engineer-in-charge. Minimum Cement content of 400kg/Cum for all works upto plinth level, as per specifications and as directed by the Engineer in Charge. | 3,239 | Cum | 9,000 ₹2,91,51,000 | 8,500 ₹2,75,31,500 Lowest | 10,000 ₹3,23,90,000 | 9,150 ₹2,96,36,850 |
| 4.00 | Reinforcement Steel 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, as per specifications and as directed by the Engineer in Charge | 2,98,262 | Kg | 105 ₹3,13,17,510 | 95 ₹2,83,34,890 Lowest | 100 ₹2,98,26,200 | 102 ₹3,04,22,724 |
| 5.00 | Filling With Earth 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 5 km and for all lift, as per specifications and as directed by the Engineer in Charge | 1,312 | Cum | 1,000 ₹13,12,000 | 250 ₹3,28,000 | 220 ₹2,88,640 Lowest | 300 ₹3,93,600 |
| 6.00 | Shuttering for Foundation Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete, as per specifications and as directed by the Engineer in Charge | 2,596 | Sqm | 500 ₹12,98,000 | 350 ₹9,08,600 | 400 ₹10,38,400 | 300 ₹7,78,800 Lowest |
| 7.00 | Shuttering for Walls Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc., as per specifications and as directed by the Engineer in Charge. | 14,195 | Sqm | 500 ₹70,97,500 | 650 ₹92,26,750 | 450 ₹63,87,750 | 400 ₹56,78,000 Lowest |
| 8.00 | Shuttering for Slabs Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform, as per specifications and as directed by the Engineer in Charge. | 68 | Sqm | 500 ₹34,000 Lowest | 500 ₹34,000 Lowest | 600 ₹40,800 | 500 ₹34,000 Lowest |
| 9.00 | MS Plates Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a Zinc Chromate priming coat of approved steel primer all complete, as per specifications and as directed by the Engineer in Charge. | 925 | Kg | 100 ₹92,500 Lowest | 145 ₹1,34,125 | 160 ₹1,48,000 | 190 ₹1,75,750 |
Tender Value
₹9.0 Cr
EMD Value
₹10 L
Closing Date
10 Apr 2026, 3:00 pmClosed
Managing Director CIAL
Cochin International Airport Limited Nedumbassery
Construction of Drains at the Rehabilitation Land at Nayathodu.
2026_CIAL_847645_1
CIAL/CIVIL/707-E40
Open Tender
Civil Works - Others
Item Rate
180 days
Cochin International Airport Limited
As per clause 3 of NIT in tender document.
6 documents required · 6 mandatory
₹2,950
₹10 L
EDs Meeting Room CIAL
29 Apr 2026
14 Mar 2026
13 Apr 2026
14 Mar 2026
10 Apr 2026
1 Apr 2026
14 Mar 2026 - 23 Mar 2026
26 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork Excavation 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 de-watering, 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 5 km. as per specifications and as directed by the Engineer in Charge. | - | Cum | 270.82 | - |
| 2 | PCC 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) : 8 graded stone aggregate 40 mm nominal size), as per specifications and as directed by the Engineer in Charge. | - | Cum | 7,087.25 | - |
| 3 | RCC 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 workability without impairing strength and durability as per direction of Engineer-in-charge. Minimum Cement content of 400kg/Cum for all works upto plinth level, as per specifications and as directed by the Engineer in Charge. | - | Cum | 10,423 | - |
| 4 | Reinforcement Steel 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, as per specifications and as directed by the Engineer in Charge | 0.29 | Kg | 112.21 | ₹32.54 |
| 5 | Filling With Earth 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 5 km and for all lift, as per specifications and as directed by the Engineer in Charge | - | Cum | 203.92 | - |
| 6 | Shuttering for Foundation Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete, as per specifications and as directed by the Engineer in Charge | - | Sqm | 408 | - |
| 7 | Shuttering for Walls Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc., as per specifications and as directed by the Engineer in Charge. | - | Sqm | 876.55 | - |
| 8 | Shuttering for Slabs Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform, as per specifications and as directed by the Engineer in Charge. | - | Sqm | 964.72 | - |
| 9 | MS Plates Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a Zinc Chromate priming coat of approved steel primer all complete, as per specifications and as directed by the Engineer in Charge. | - | Kg | 139.11 | - |
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