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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹51.8 LAccepted-AOC | ₹51.8 L Quoted ₹47.4 L | L-1 | Accepted-AOC L1 Bidder, hence work awarded |
| 2 | L-2₹54.9 LRejected-Finance 11A 2 PRATAP NAGAR WEST MAHOLI ROAD MATHURA UTTAR PRADESH 281001 | MATHURA | MATHURA | UTTAR PRADESH | 281001 | ₹54.9 L | L-2 | Rejected-Finance L-2 bidder hence rejected. |
| 3 | L-3₹75.2 LRejected-Finance | ₹75.2 L | L-3 | Rejected-Finance L-3 bidder, hence rejected. |
| Sl No | Description | Qty | Unit | G. R. Engineers and Contractor L2 | Shri Panth Krupa Enterprises L1 | B G GODSE ENGINNERS AND CONTRACTORS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Credit for taking away top 10 mm down aggregate on the existing RESA on Rwy 08/26 side for the depth required as per the direction of EIC. | 2,187 | Cum | 500 -₹10,93,500 | 200 -₹4,37,400 | 450 -₹9,84,150 |
| 2.00 | Excavation in soil with hydraulic excavator of 1.1 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 2,430 | Cum | 60 ₹1.5 L | 90 ₹2.2 L | 450 ₹10.9 L |
| 3.00 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.: With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 1,215 | Cum | 1,200 ₹14.6 L | 680 ₹8.3 L | 1,900 ₹23.1 L |
| 4.00 | Supplying and filling with double washed white / brownish M-Sand having soaked CBR value of minimum 4% and un -soaked CBR value of maximum 10% complete as per the direction of EIC. (Silt content shall be as per relevant IS Code) | 2,430 | Cum | 2,050 ₹49.8 L | 1,700 ₹41.3 L | 2,100 ₹51.0 L |
Tender Value
₹63.0 L
EMD Value
₹1.9 L
Closing Date
3 Oct 2025, 6:00 pmClosed
Sr. Manager (Engg-C), AAI, Belagavi Airport
Engineering Office, AAI, Belagavi Airport-591124
Modification of RESA at Runway-08 and Runway-26 at Belagavi Airport
2025_AAI_246964_1
AAI/BGM/ENGG C/RESA/2025
Open Tender
Civil Works
90 days
Belagavi Airport
Refer Tender Document
16 documents required · 16 mandatory
₹1,180
₹1.9 L
5 Mar 2026
1 Sept 2025
6 Oct 2025
2 Sept 2025
3 Oct 2025
2 Sept 2025
2 Sept 2025 - 8 Sept 2025
Amount
Credit for taking away top 10 mm down aggregate on the existing RESA on Rwy 08/26 side for the depth required as per the direction of EIC.
Excavation in soil with hydraulic excavator of 1.1 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.: With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
Supplying and filling with double washed white / brownish M-Sand having soaked CBR value of minimum 4% and un -soaked CBR value of maximum 10% complete as per the direction of EIC. (Silt content shall be as per relevant IS Code)
G. R. Engineers and Contractor (BID ID -910643)
B G GODSE ENGINNERS AND CONTRACTORS (BID ID -900793)
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