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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.7 CrAccepted-AOC 9 PPCL COLONY UDAY VIHAR HARIDWAR BYPASS DEHRADUN UTTARAKHAND | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹52.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹68.6 Cr+₹15.8 Cr (30.1%)Rejected-Finance L 87 STREET NO 7C MAHIPALPUR EXTENSION NEW DELHI 110037 | NEW DELHI | NEW DELHI | DELHI | 110037 | ₹68.6 Cr+₹15.8 Cr (30.1%) | L2 | Rejected-Finance L2 |
| 3 | L3₹78.2 Cr+₹25.5 Cr (48.4%)Rejected-Finance D 1 1 GILLANDER HOUSE 8 N S ROAD KOLKATA 700001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | ₹78.2 Cr+₹25.5 Cr (48.4%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Eligible as per NIT Criteria |
| Sl No | Description | Qty | Unit | NSC Projects Pvt. Ltd. L2 | MACKINTOSH BURN LIMITED L3 | Bharat Constructions (India) Pvt. Ltd. L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation by mechanical means (Hydraulic excavator of 0.9 cum bucket capacity) in all kinds of soil (excluding hard rock) including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, transporting and unloading to the embankment/ filling location within all lifts and lead within Airport Premises as directed by Engineer-in-Charge. | 60,930 | Cum | 110 ₹67,02,300 | 177.5 ₹1,08,15,075 | 60 ₹36,55,800 Lowest |
| 2.00 | Construction of Embankment with available excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolloing each layer with compactor /vibratory roller of minimum 8-12 tonne capacity including levelling to the required grade and camber dressing etc. to achieve relative compaction as per Technical Specifications and as per IS 2720(Part-8) and as per MORTH specification, and as per direction of the Engineer-in-charge. (Payment to be made for compacted quantity only. Excavated earth available in AAI premises shall be used for making embankment) | 60,930 | Cum | 40 ₹24,37,200 | 270 ₹1,64,51,100 | 25 ₹15,23,250 Lowest |
| 3.00 | Construction of Subgrade embankment with Moorum brought out from approved quarry out side the airport premises. The complete operation will include spreading the Moorum with dozer, dressing, levelling, providing camber, grading with motor grader and consolidating with vibratory roller 8-10 tonne capacity including making good the undulation etc. as per technical specifications and drawings complete and directions of Engineer-in-Charge. (Cost includes transportation, loading & unloading, all leads & lifts, taxes, royalty and operations, excluding GST. Payment to be made for compacted Quantity only) | 57,450 | Cum | 2,045 ₹11,74,85,250 | 1,150 ₹6,60,67,500 Lowest | 1,644.3 ₹9,44,65,035 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size). | 178 | Cum | 5,182 ₹9,22,396 | 6,812 ₹12,12,536 | 4,350 ₹7,74,300 Lowest |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 93 | Cum | 5,508 ₹5,12,244 | 5,639.85 ₹5,24,506.05 | 4,350 ₹4,04,550 Lowest |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 16 | Cum | 6,172 ₹98,752 | 7,878.5 ₹1,26,056 | 4,350 ₹69,600 Lowest |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns. | 422 | Sqm | 400 ₹1,68,800 | 392.15 ₹1,65,487.3 | 330 ₹1,39,260 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 3,887 | Sqm | 380 ₹14,77,060 Lowest | 700 ₹27,20,900 | 570 ₹22,15,590 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Suspended floors, roofs, landings, balconies and access platform | 178 | Sqm | 450 ₹80,100 Lowest | 800 ₹1,42,400 | 670 ₹1,19,260 |
| 10.00 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.: (a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,70,400 | Kg | 64.4 ₹1,09,73,760 Lowest | 85 ₹1,44,84,000 | 75 ₹1,27,80,000 |
Tender Value
₹74.8 Cr
EMD Value
₹2.3 Cr
Closing Date
30 Jul 2025, 6:00 pmClosed
Sunil Kumar, DGM (E-C)
Airports Authority of India O/o ED Engg.-SR, CHQ, Rajiv Gandhi Bhawan, Safdarjung Airport, New Delhi-110 003
As per tender document.
2025_AAI_236471_1
AAI/CHQ/ED ENGG-SR/BIHTA/APRON/2025
Open Tender
Civil Works
Item Rate
450 days
Bihta
Please refer Tender documents.
8 documents required · 8 mandatory
₹11,800
₹2.3 Cr
Yes
Patna / Bihta Airport
11 Dec 2025
27 Jun 2025
5 Aug 2025
28 Jun 2025
30 Jul 2025
10 Jul 2025
28 Jun 2025 - 5 Jul 2025
3 Jul 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation by mechanical means (Hydraulic excavator of 0.9 cum bucket capacity) in all kinds of soil (excluding hard rock) including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, transporting and unloading to the embankment/ filling location within all lifts and lead within Airport Premises as directed by Engineer-in-Charge. | 60,930 | Cum | - | - |
| 2 | Construction of Embankment with available excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolloing each layer with compactor /vibratory roller of minimum 8-12 tonne capacity including levelling to the required grade and camber dressing etc. to achieve relative compaction as per Technical Specifications and as per IS 2720(Part-8) and as per MORTH specification, and as per direction of the Engineer-in-charge. (Payment to be made for compacted quantity only. Excavated earth available in AAI premises shall be used for making embankment) | 60,930 | Cum | - | - |
| 3 | Construction of Subgrade embankment with Moorum brought out from approved quarry out side the airport premises. The complete operation will include spreading the Moorum with dozer, dressing, levelling, providing camber, grading with motor grader and consolidating with vibratory roller 8-10 tonne capacity including making good the undulation etc. as per technical specifications and drawings complete and directions of Engineer-in-Charge. (Cost includes transportation, loading & unloading, all leads & lifts, taxes, royalty and operations, excluding GST. Payment to be made for compacted Quantity only) | 57,450 | Cum | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size). | 178 | Cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 93 | Cum | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 16 | Cum | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns. | 422 | Sqm | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 3,887 | Sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for : Suspended floors, roofs, landings, balconies and access platform | 178 | Sqm | - | - |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.: (a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,70,400 | Kg | - | - |
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