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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹1.5 Cr+₹14.4 L (10.7%)Rejected-Finance | ₹1.5 Cr+₹14.4 L (10.7%) | L2 | Rejected-Finance Not Lowest bidder |
| 3 | L3₹1.5 Cr+₹16.6 L (12.3%)Rejected-Finance NO 10 44 GURU SARAVANA FLAT 19TH STREET NANGANALLUR CHENNAI 600 061 | CHENNAI | TAMIL NADU | 600061 | ₹1.5 Cr+₹16.6 L (12.3%) | L3 | Rejected-Finance Not Lowest bidder |
| 4 | L4₹1.6 Cr+₹25.4 L (18.9%)Rejected-Finance | ₹1.6 Cr+₹25.4 L (18.9%) | L4 | Rejected-Finance Not Lowest bidder |
| 5 | L5₹1.6 Cr+₹28.8 L (21.4%)Rejected-Finance | ₹1.6 Cr+₹28.8 L (21.4%) | L5 | Rejected-Finance Not Lowest bidder |
| Sl No | Description | Qty | Unit | RECHI CONSTRUCTION PVT LTD L3 | PRATHIEN INFRASTRUCTURES L2 | SARATH CHANDRA CONSTRUCTIONS L4 | SP ENTERPRISES L1 | SVEM INFRASTRUCTURES L7 | GAGAN SAIL L5 | TERRACE INFRASTRUCTURE LLP L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Consolidation of existing surface of RESA with power road roller of 8 to 12 tonne capacity including making good the undulations and watering etc. and re-rolling the sub grade as per the direction of EIC. | 43,200 | sqm | 20 ₹8,64,000 | 10 ₹4,32,000 | 18 ₹7,77,600 | 4.85 ₹2,09,520 Lowest | 18.5 ₹7,99,200 | 9 ₹3,88,800 | 10 ₹4,32,000 |
| 2.00 | Supply of M-Sand (Zone I or Zone II) including loading, transportation to site, unloading and levelling for the soft ground arrester layer of RESA (Runway end safety area) at Coimbatore International Airport, under watch and ward during lean period of operations and/ or runway maintenance closure NOTAM, in coordination with Air Traffic Control/ Operations department of AAI, for a depth up to 15cm in compliance with the Civil Aviation Regulations and as per the direction of EIC.
(The dumped sand should be levelled on the same day and no heaps above 15cm depth shall be visible on the RESA.) | 6,480 | cum | 2,100 ₹1,36,08,000 | 2,147 ₹1,39,12,560 | 2,250 ₹1,45,80,000 | 1,940 ₹1,25,71,200 Lowest | 2,523 ₹1,63,49,040 | 2,349 ₹1,52,21,520 | 2,400 ₹1,55,52,000 |
| 3.00 | 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 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. | 84.74 | cum | 200 ₹16,948 | 100 ₹8,474 Lowest | 150 ₹12,711 | 100 ₹8,474 Lowest | 180 ₹15,253.2 | 144 ₹12,202.56 | 200 ₹16,948 |
| 4.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 84.74 | cum | 7,000 ₹5,93,180 | 6,000 ₹5,08,440 Lowest | 7,000 ₹5,93,180 | 7,500 ₹6,35,550 | 8,100 ₹6,86,394 | 8,000 ₹6,77,920 | 8,000 ₹6,77,920 |
Tender Value
₹1.8 Cr
EMD Value
₹5.5 L
Closing Date
24 Mar 2025, 5:30 pmClosed
Asst.General Manager (E-C)
O/o, DGM(E-C)Coimbatore International Airport
Restoration of RESA top loose surface with M-sand filling at Coimbatore International Airport
2025_AAI_228429_1
AAI/CBE/AGM(E-C)/W-47/2024-25
Open Tender
Civil Works
Item Rate
60 days
Coimbatore International Airport
As per NIT
16 documents required · 16 mandatory
₹1,180
₹5.5 L
20 Aug 2025
1 Mar 2025
27 Mar 2025
1 Mar 2025
24 Mar 2025
1 Mar 2025
1 Mar 2025 - 8 Mar 2025
Amount
Consolidation of existing surface of RESA with power road roller of 8 to 12 tonne capacity including making good the undulations and watering etc. and re-rolling the sub grade as per the direction of EIC.
Supply of M-Sand (Zone I or Zone II) including loading, transportation to site, unloading and levelling for the soft ground arrester layer of RESA (Runway end safety area) at Coimbatore International Airport, under watch and ward during lean period of operations and/ or runway maintenance closure NOTAM, in coordination with Air Traffic Control/ Operations department of AAI, for a depth up to 15cm in compliance with the Civil Aviation Regulations and as per the direction of EIC. (The dumped sand should be levelled on the same day and no heaps above 15cm depth shall be visible on the RESA.)
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.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
PRATHIEN INFRASTRUCTURES (BID ID -830168)
RECHI CONSTRUCTION PVT LTD (BID ID -827744)
SARATH CHANDRA CONSTRUCTIONS (BID ID -833269)
GAGAN SAIL (BID ID -833374)
TERRACE INFRASTRUCTURE LLP (BID ID -832830)
SVEM INFRASTRUCTURES (BID ID -832744)
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