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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹84.8 LAccepted-Finance | L-1 | Accepted-Finance LOW RATE | |
| 2 | L-2₹97.1 L+₹12.3 L (14.4%)Rejected-Finance E MUTHILINGAPURAM VILLAGE SATTUR TALUK VIRUDHUNAGAR DISTRICT UNDER MADURAI DIVISIONAL OFFICE OF TAMIL NADU STATE OFFICE | VIRUDHUNAGAR | TAMIL NADU | 626001 | L-2 | Rejected-Finance HIGH RATE | |
| 3 | L-3₹99.3 L+₹14.5 L (17.1%)Rejected-Finance | L-3 | Rejected-Finance HIGH RATE | |
| 4 | L-4₹1.0 Cr+₹17.3 L (20.4%)Rejected-Finance H 15 B CHITRANJAN MARG C SCHEME JAIPUR 302001 | JAIPUR | JAIPUR | RAJASTHAN | 302001 | L-4 | Rejected-Finance HIGH RATE | |
| 5 | L-5₹1.2 Cr+₹33.7 L (39.7%)Rejected-Finance 0 BUDKIYA DEVATRA JODHPUR RAJASTHAN 342606 | JODHPUR | RAJASTHAN | 342606 | L-5 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | M/S M L BROTHER L6 | Lok Shail Enterprises L4 | Om Construction L5 | PATIDAR ENTERPRISES L3 | AGARWAL BROTHERS L7 | RAHUL PETRO PROJECTS PVT LTD L2 | MUDIT CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | 32,400 | Sqm | 200 ₹64,80,000 | 30 ₹9,72,000 | 107 ₹34,66,800 | 83.15 ₹26,94,060 | 96 ₹31,10,400 | 100 ₹32,40,000 | 20 ₹6,48,000 Lowest |
| 2.00 | Disposal of excavated soil/ moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | 4,860 | Cum | 800 ₹38,88,000 | 120 ₹5,83,200 | 350 ₹17,01,000 | 316.23 ₹15,36,877.8 | 360 ₹17,49,600 | 230 ₹11,17,800 | 90 ₹4,37,400 Lowest |
| 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 Engineerin-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 490 | Cum | 2,500 ₹12,25,000 | 1,800 ₹8,82,000 | 1,250 ₹6,12,500 Lowest | 1,871.91 ₹9,17,235.9 | 2,340 ₹11,46,600 | 1,500 ₹7,35,000 | 1,800 ₹8,82,000 |
| 4.00 | Supplying, filling, spreading & leveling gravels of 6 mm single size inside operational area within limited working hours, over the existing base layer , in required thickness, for all leads & lifts, all complete as per direction of Engineerin-charge. | 4,860 | Cum | 200 ₹9,72,000 Lowest | 1,600 ₹77,76,000 | 1,250 ₹60,75,000 | 984.48 ₹47,84,572.8 | 1,440 ₹69,98,400 | 950 ₹46,17,000 | 1,341 ₹65,17,260 |
Tender Value
₹1.4 Cr
EMD Value
₹4.2 L
Closing Date
9 May 2026, 6:00 pmClosed
ASSTT.GEN. MANAGER (E-C)
M.P. AIRPORT, UDAIPUR
Re-plenishing of soft ground arresting system at RESA 08 and 26 at M. P. Airport, Udaipur
2026_AAI_274926_1
AAI/UDR/AGM(E-C)/W-163/26-27
Open Tender
Civil Works
Item Rate
150 days
M.P. AIRPORT
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹4.2 L
31 Jul 2026
17 Apr 2026
12 May 2026
17 Apr 2026
9 May 2026
17 Apr 2026
17 Apr 2026 - 24 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | - | Sqm | - | - |
| - | Disposal of excavated soil/ moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | - | Cum | - | - |
| - | 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 Engineerin-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | - | Cum | - | - |
| - | Supplying, filling, spreading & leveling gravels of 6 mm single size inside operational area within limited working hours, over the existing base layer , in required thickness, for all leads & lifts, all complete as per direction of Engineerin-charge. | - | Cum | - | - |
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