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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.8 LAccepted-AOC | L1 | Accepted-AOC Performance security Rs. 99,000.00 shall be submitted before 28 days from the acceptance of the contract as per Condition 19 of IAFW2249 otherwise necessary action will be taken against your firm | |
| 2 | L2₹21.0 L+₹1.3 L (6.39%)Rejected-Finance 02 JAMEEWAR COMPLEX RING ROAD HANUMAN NAGAR GONDIA MAHARASHTRA 441614 | GONDIA | MAHARASHTRA | 441614 | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹25.4 L+₹5.6 L (28.5%)Rejected-Finance | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹26.0 L+₹6.2 L (31.3%)Rejected-Finance VILLAGE MATPUR POST OFFICE MANAURI ALLAHABAD 212208 | PRAYAGRAJ | UTTAR PRADESH | 212208 | L4 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | m/s neeraj kumar shukla L4 | DKS ENGINEERING WORKS L1 | M.R. ENTERPRISES L3 | M/S R S Traders L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over area not exceeding 1.5 metre deep and getting out in any type of soil, complete all as specified and directed. | 285.14 | Cum | 320 ₹91,244.16 | 300 ₹85,541.4 | 310 ₹88,392.78 | 250 ₹71,284.5 Lowest |
| 2.00 | All as per Item No. 1 above but exc 1.5m but n.exc 3m height, complete all as specified and directed. | 285.14 | Cum | 335 ₹95,521.23 | 350 ₹99,798.3 | 338 ₹96,376.64 | 300 ₹85,541.4 Lowest |
| 3.00 | Removing excavated soil to distance exc. 1.5Km but n exc 5Km and depositing where directed at a level n.exc 1.5 mtr above the starting point, complete all as specified and directed. | 266.13 | Cum | 295 ₹78,508 | 250 ₹66,532.2 Lowest | 298 ₹79,306.38 | 272 ₹72,387.03 |
| 4.00 | Forming embankment including raising (or lowering) earth, spreading in layers n exc. 30cm thick watering and ramming/rolling and finishing to required size, shapes etc n. exc. 1.5 mtr high from the base complete all as specified and directed. | 285.14 | Cum | 325 ₹92,669.85 | 250 ₹71,284.5 Lowest | 330 ₹94,095.54 | 268 ₹76,416.98 |
| 5.00 | All as per Item No. 4 above but exc 1.5m height above the first 1.5m height and n.exc 3m height, complete all as specified and directed. | 17.32 | Cum | 325 ₹5,629.26 | 300 ₹5,196.24 | 328 ₹5,681.22 | 290 ₹5,023.03 Lowest |
| 6.00 | M&L for granular sub-base (GSB) in layer (200mm thick in each layer) using crushed or broken stone aggregates, spread rolled with vibratory roller and consolidated to required gradient and camber as required, complete all as specified and directed. | 190.08 | Cum | 3,200 ₹6,08,240.64 | 2,300 ₹4,37,172.96 Lowest | 3,150 ₹5,98,736.88 | 2,450 ₹4,65,684.24 |
| 7.00 | M&L for Wet Mixed Macadam (WMM) in layers (150mm each in layer) using crushed or broken stone aggregates (grading as per MORTH specification), granite/trap/basalt, spread, rolled with vibratory roller and consolidated to required gradient and camber as required, complete all as specified and directed. | 142.56 | Cum | 6,800 ₹9,69,440.64 | 5,000 ₹7,12,824 Lowest | 6,900 ₹9,83,697.12 | 5,500 ₹7,84,106.4 |
| 8.00 | M&L for preparing unsurfaced WMM surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a prime coat with bituminous primer @10 Kg /10 Sqm, complete all as specified and as directed. | 18.74 | 10 Sqm | 1,250 ₹23,425.5 | 800 ₹14,992.32 Lowest | 1,260 ₹23,612.9 | 1,050 ₹19,677.42 |
| 9.00 | M&L for preparing unsurfaced WMM surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a prime coat with bituminous primer @ 5 Kg /10 Sqm, complete all as specified and as directed. | 76.2 | 10 Sqm | 595 ₹45,341.86 | 550 ₹41,912.64 | 590 ₹44,960.83 | 520 ₹39,626.5 Lowest |
| 10.00 | M&L for bituminous preemix dense asphaltic concrete -1 (DAC-1) 150mm (consolidated thickness) in three layer of 50 mm each with 6% binder content (paving bitumen VG-30) by weight of total mix rolled and compacted to required camber and gradient, complete all as specified and directed. | 28.51 | Cum | 20,000 ₹5,70,192 | 15,000 ₹4,27,644 Lowest | 17,900 ₹5,10,321.84 | 16,500 ₹4,70,408.4 |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
22 Jun 2026, 6:00 pmClosed
GE (AF) Bamrauli
GE (AF) Bamrauli
WORK SERVICES FOR RUNWAY REHABILITATION SCHEME RRS AT AF STN BAMRAULI UNDER GE AF BAMRAULI
2026_MES_769477_1
8042/E8
Open Tender
Civil Works - Others
Works
180 days
GE (AF) Bamrauli
As per tender documents
7 documents required · 7 mandatory
₹500
GE (AF) Bamrauli
₹40,000
Yes
30 Jul 2026
3 Jun 2026
24 Jun 2026
3 Jun 2026
22 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over area not exceeding 1.5 metre deep and getting out in any type of soil, complete all as specified and directed. | - | Cum | - | - |
| 2 | All as per Item No. 1 above but exc 1.5m but n.exc 3m height, complete all as specified and directed. | - | Cum | - | - |
| 3 | Removing excavated soil to distance exc. 1.5Km but n exc 5Km and depositing where directed at a level n.exc 1.5 mtr above the starting point, complete all as specified and directed. | - | Cum | - | - |
| 4 | Forming embankment including raising (or lowering) earth, spreading in layers n exc. 30cm thick watering and ramming/rolling and finishing to required size, shapes etc n. exc. 1.5 mtr high from the base complete all as specified and directed. | - | Cum | - | - |
| 5 | All as per Item No. 4 above but exc 1.5m height above the first 1.5m height and n.exc 3m height, complete all as specified and directed. | - | Cum | - | - |
| 6 | M&L for granular sub-base (GSB) in layer (200mm thick in each layer) using crushed or broken stone aggregates, spread rolled with vibratory roller and consolidated to required gradient and camber as required, complete all as specified and directed. | - | Cum | - | - |
| 7 | M&L for Wet Mixed Macadam (WMM) in layers (150mm each in layer) using crushed or broken stone aggregates (grading as per MORTH specification), granite/trap/basalt, spread, rolled with vibratory roller and consolidated to required gradient and camber as required, complete all as specified and directed. | - | Cum | - | - |
| 8 | M&L for preparing unsurfaced WMM surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a prime coat with bituminous primer @10 Kg /10 Sqm, complete all as specified and as directed. | - | 10 Sqm | - | - |
| 9 | M&L for preparing unsurfaced WMM surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a prime coat with bituminous primer @ 5 Kg /10 Sqm, complete all as specified and as directed. | - | 10 Sqm | - | - |
| 10 | M&L for bituminous preemix dense asphaltic concrete -1 (DAC-1) 150mm (consolidated thickness) in three layer of 50 mm each with 6% binder content (paving bitumen VG-30) by weight of total mix rolled and compacted to required camber and gradient, complete all as specified and directed. | - | Cum | - | - |
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