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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.2 CrAccepted-Finance NUAPATANA P O BANGUARI P S BALIANTA KHURDA 751032 | KHORDHA | ODISHA | 751032 | ₹1.2 Cr | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹1.4 Cr+₹19.1 L (15.6%)Rejected-Finance | ₹1.4 Cr+₹19.1 L (15.6%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹1.5 Cr+₹29.8 L (24.4%)Rejected-Finance | ₹1.5 Cr+₹29.8 L (24.4%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹1.6 Cr+₹41.5 L (33.9%)Rejected-Finance PLOT NO 67 VIMPUR P O NEW BAPUJI NAGAR P S AIRFIELD BHUBANESWAR PIN 751020 KHURDA ODISHA | KHORDHA | ODISHA | 751020 | ₹1.6 Cr+₹41.5 L (33.9%) | L-4 | Rejected-Finance L-4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical DOCUMENTS NOT SUBMITTED AS PER NIT CRITERIA. |
| Sl No | Description | Qty | Unit | MD RIYAJUDDIN L4 | SUMEET MOHANTY L3 | PRASANTA KUMAR BEURIA L1 | AMRIT RANJAN NAYAK L2 |
|---|---|---|---|---|---|---|---|
| 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 | 375 | sqm | 28 ₹10,500 Lowest | 150 ₹56,250 | 85 ₹31,875 | 100 ₹37,500 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a) All kinds of soil | 525 | Cum | 97 ₹50,925 | 150 ₹78,750 | 80 ₹42,000 Lowest | 100 ₹52,500 |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 430 | Cum | 107 ₹46,010 | 125 ₹53,750 | 70 ₹30,100 Lowest | 80 ₹34,400 |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 53 | Cum | 1,100 ₹58,300 | 1,200 ₹63,600 | 300 ₹15,900 Lowest | 600 ₹31,800 |
| 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 :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 65 | Cum | 3,100 ₹2,01,500 | 3,600 ₹2,34,000 | 2,500 ₹1,62,500 Lowest | 3,000 ₹1,95,000 |
| 6.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works above plinth level upto floor V level
Concrete of M25 grade with minimum cement content of 330 kg /cum | 101 | Cum | 4,950 ₹4,99,950 | 4,800 ₹4,84,800 | 3,500 ₹3,53,500 Lowest | 4,750 ₹4,79,750 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete | 305 | Sqm | 161 ₹49,105 | 120 ₹36,600 Lowest | 145 ₹44,225 | 120 ₹36,600 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
Suspended floors, roofs, landings, balconies and access platform | 50 | Sqm | 299 ₹14,950 | 400 ₹20,000 | 280 ₹14,000 | 150 ₹7,500 Lowest |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
Lintels, beams, plinth beams, girders, bressumers and cantilevers | 870 | Sqm | 270 ₹2,34,900 | 300 ₹2,61,000 | 280 ₹2,43,600 | 150 ₹1,30,500 Lowest |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
Columns, Pillars, Piers, Abutments, Posts and Struts | 710 | Sqm | 250 ₹1,77,500 | 380 ₹2,69,800 | 280 ₹1,98,800 | 120 ₹85,200 Lowest |
Tender Value
₹2.8 Cr
EMD Value
₹8.3 L
Closing Date
5 Aug 2026, 6:00 pmClosed
Asst. General Manager (E-C)
O/o AGM (E-C), AAI, IOC,BPI AIRPORT,BBSR
Miscellaneous minor capital works in T1, T2 and Link building at BPI Airport, Bhubaneswar
2026_AAI_284148_1
AAI/BS/ENGG(C)/NIT-09/2026-27
Open Tender
Civil Works
Works
330 days
B.P.I Airport, Bhubaneswar
Please refer Tender documents.
14 documents required · 14 mandatory
₹1,180
₹8.3 L
O/o AGM (E-C), AAI, IOC,BPI AIRPORT,BBSR
24 Aug 2026
15 Jul 2026
7 Aug 2026
16 Jul 2026
5 Aug 2026
16 Jul 2026
16 Jul 2026 - 22 Jul 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 1.25 | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a) All kinds of soil | - | Cum | - | - |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | - | Cum | 100 | - |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | Cum | 53 | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | 10 | - |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works above plinth level upto floor V level
Concrete of M25 grade with minimum cement content of 330 kg /cum | - | Cum | 11 | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | 12 | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for :
Suspended floors, roofs, landings, balconies and access platform | - | Sqm | 13 | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :
Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Sqm | 14 | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for :
Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | 15 | - |
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