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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.3 LAdmitted-Finance | ₹84.3 L | L1 | Admitted-Finance |
| 2 | L2₹87.4 L+₹3.1 L (3.69%)Admitted-Finance | ₹87.4 L+₹3.1 L (3.69%) | L2 | Admitted-Finance |
| 3 | L3₹94.4 L+₹10.2 L (12.1%)Admitted-Finance | ₹94.4 L+₹10.2 L (12.1%) | L3 | Admitted-Finance |
| 4 | L4₹99.9 L+₹15.6 L (18.5%)Admitted-Finance | ₹99.9 L+₹15.6 L (18.5%) | L4 | Admitted-Finance |
| 5 | L5₹1.0 Cr+₹20.0 L (23.8%)Admitted-Finance | ₹1.0 Cr+₹20.0 L (23.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Manki and Sons L2 | Mussadik Iqbal Hazarika L3 | Jagat Jyoti Chetia L1 | NITUMONI BORUAH L5 | ROHIT Sah L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 8,100 | Sqm | 124 ₹10,04,400 | 390 ₹31,59,000 | 171 ₹13,85,100 | 260 ₹21,06,000 | 100 ₹8,10,000 Lowest |
| 2.00 | 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-II (size range 53 mm to 0.075 mm) having CBR Value-25 (NOTE: The material to be laid in 2 layers of 150mm thickness each) | 2,500 | cum | 2,374 ₹59,35,000 | 2,250 ₹56,25,000 | 2,137 ₹53,42,500 Lowest | 2,500 ₹62,50,000 | 2,950 ₹73,75,000 |
| 3.00 | Supplying, spreading, and laying stone dust of required thickness, including preparation of surface, dressing, watering, and leveling complete, as per specifications and directions of the Engineer-in-Charge.(Payment to be made for the laid quantity on level basis only.) | 1,300 | cum | 1,344 ₹17,47,200 | 450 ₹5,85,000 Lowest | 1,235 ₹16,05,500 | 1,250 ₹16,25,000 | 1,310 ₹17,03,000 |
| 4.00 | Testing of California Bearing Ratio (CBR) test as per the technical specifications and relevant IS codes and submitting the CBR report etc. complete as per specifications and directions of Engineer-in-Charge. | 3 | nos. | 17,544 ₹52,632 Lowest | 25,000 ₹75,000 | 31,666 ₹94,998 | 1,50,000 ₹4,50,000 | 33,100 ₹99,300 |
Tender Value
₹1.4 Cr
EMD Value
₹4.2 L
Closing Date
14 Aug 2026, 11:00 amClosed
Jonas Lal Marandi
O/o The Dy.General Manager(Engg-Civil), AAI, Lilabari Airport.
Strengthening of RESA 22 at Lilabari Airport
2026_AAI_285305_1
Strengthening of RESA 22 at Lilabari Airport.
Open Tender
Civil Works
Item Rate
120 days
Lilabari Airport, North lakhimpur
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,180
₹4.2 L
8 Sept 2026
24 Jul 2026
17 Aug 2026
24 Jul 2026
14 Aug 2026
24 Jul 2026
24 Jul 2026 - 7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 8,100 | Sqm | 1 | ₹8,100 |
| 2 | 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-II (size range 53 mm to 0.075 mm) having CBR Value-25 (NOTE: The material to be laid in 2 layers of 150mm thickness each) | 2,500 | cum | 1 | ₹2,500 |
| 3 | Supplying, spreading, and laying stone dust of required thickness, including preparation of surface, dressing, watering, and leveling complete, as per specifications and directions of the Engineer-in-Charge.(Payment to be made for the laid quantity on level basis only.) | 1,300 | cum | 1 | ₹1,300 |
| 4 | Testing of California Bearing Ratio (CBR) test as per the technical specifications and relevant IS codes and submitting the CBR report etc. complete as per specifications and directions of Engineer-in-Charge. | 3 | nos. | 1 | ₹3 |
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