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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.3 CrAccepted-Finance NUAPATANA P O BANGUARI P S BALIANTA KHURDA 751032 | KHORDHA | ODISHA | 751032 | ₹1.3 Cr | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹1.3 CrRejected-Finance | ₹1.3 Cr | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹1.4 CrRejected-Finance D NO 33 15 3A SWAPNA NIVAS KADIYALAVARI STREET SEETHARAPURAM VIJAYAWADA 520002 | VIJAYAWADA | KRISHNA | ANDHRA PRADESH | 520002 | ₹1.4 Cr | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹1.5 CrRejected-Finance PLOT NO 67 VIMPUR P O NEW BAPUJI NAGAR P S AIRFIELD BHUBANESWAR PIN 751020 KHURDA ODISHA | KHORDHA | ODISHA | 751020 | ₹1.5 Cr | L-4 | Rejected-Finance L-4 |
| 5 | L-5₹2.1 CrRejected-Finance 3RD FLOOR T 19 SUKAN MALL NEAR RAJSTHAN HOSPITAL SHAHIBAUG AHMEDABAD GUJARAT 380004 | AHMADABAD | GUJARAT | 380004 | ₹2.1 Cr | L-5 | Rejected-Finance L-5 |
| Sl No | Description | Qty | Unit | M/S VALLABH CORPORATION L5 | MD RIYAJUDDIN L4 | BANAMALI ROUT L3 | PRASANTA KUMAR BEURIA L1 | NARESH KUMAR BEHERA L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Providing and Fixing of Fire retardant water proof Frangible Bird Security Chaser Huts inside the operational area of Size 1.4 mtr X 1.4mtr X 2.4mtr height having 3 Allumunium Framed Fixed windows ( 900mm X 900mm) and 1 nos Allumunium Framed door(900mm X 1800mm)including fixtures. The wall and roof shall be made of 50mm thick PUF panels having density 40±2 Kg/M³, outer skin and inner skin shall be made of 2mm thick FRP Sheets. The jointing system should be tongue and groove configuration.Necessary provision should be made availble for fixing of Electrical Panels, AC units, light fittings etc. The outer structure shall be painted with white and red 2 feet X 2 feet and inner wall & ceiling shall be painted with off white( Cost of Painting is exclusive). The design and drawings shall be got vetted by IIT/NIT/Govt. Engineering colleges complying ICAO norms "ICAO AERODROME DESIGN MANUAL (Doc. No.9157, part-6 Frangibility) | 10 | Nos | 5,25,000 ₹52,50,000 | 5,27,575 ₹52,75,750 | 5,04,000 ₹50,40,000 | 3,50,000 ₹35,00,000 Lowest | 5,00,000 ₹50,00,000 |
| 2.00 | 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 | 6,660 | Sqm | 36 ₹2,39,760 | 39 ₹2,59,740 | 9 ₹59,940 Lowest | 85 ₹5,66,100 | 60 ₹3,99,600 |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil | 1,840 | Cum | 108 ₹1,98,720 | 73 ₹1,34,320 | 90 ₹1,65,600 | 60 ₹1,10,400 Lowest | 70 ₹1,28,800 |
| 4.00 | 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. | 540 | Cum | 63 ₹34,020 | 140 ₹75,600 | 18 ₹9,720 Lowest | 60 ₹32,400 | 30 ₹16,200 |
| 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) | 750 | Cum | 4,500 ₹33,75,000 | 2,212 ₹16,59,000 | 2,700 ₹20,25,000 | 2,700 ₹20,25,000 | 2,000 ₹15,00,000 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) | 150 | Cum | 5,400 ₹8,10,000 | 4,140 ₹6,21,000 | 3,510 ₹5,26,500 | 3,000 ₹4,50,000 | 2,800 ₹4,20,000 Lowest |
| 7.00 | 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 upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 70 | Cum | 6,300 ₹4,41,000 | 4,757 ₹3,32,990 | 4,050 ₹2,83,500 | 3,500 ₹2,45,000 | 3,000 ₹2,10,000 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 300 | Sqm | 333 ₹99,900 | 203 ₹60,900 | 45 ₹13,500 Lowest | 135 ₹40,500 | 50 ₹15,000 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 100 | Sqm | 630 ₹63,000 | 303 ₹30,300 | 45 ₹4,500 Lowest | 170 ₹17,000 | 80 ₹8,000 |
| 10.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) | 380 | Cum | 6,030 ₹22,91,400 | 3,142 ₹11,93,960 Lowest | 4,617 ₹17,54,460 | 3,300 ₹12,54,000 | 4,800 ₹18,24,000 |
Tender Value
₹2.8 Cr
EMD Value
₹8.3 L
Closing Date
15 Jul 2026, 6:00 pmClosed
Sr. Manager (E-C)
AAI, IOC, BPI AIRPORT,BBSR
Miscellaneous minor capital works in operational area at B.P.I. Airport, Bhubaneswar
2026_AAI_281798_1
AAI/BS/ENGG(C)/NIT-08/2026-27
Open Tender
Civil Works
Works
B.P.I. Airport, Bhubaneswar
Please refer Tender documents.
14 documents required · 14 mandatory
₹1,180
₹8.3 L
O/o SM (E-C), AAI, IOC,BPI AIRPORT,BBSR
28 Aug 2026
23 Jun 2026
17 Jul 2026
24 Jun 2026
15 Jul 2026
24 Jun 2026
24 Jun 2026 - 30 Jun 2026
2 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and Fixing of Fire retardant water proof Frangible Bird Security Chaser Huts inside the operational area of Size 1.4 mtr X 1.4mtr X 2.4mtr height having 3 Allumunium Framed Fixed windows ( 900mm X 900mm) and 1 nos Allumunium Framed door(900mm X 1800mm)including fixtures. The wall and roof shall be made of 50mm thick PUF panels having density 40±2 Kg/M³, outer skin and inner skin shall be made of 2mm thick FRP Sheets. The jointing system should be tongue and groove configuration.Necessary provision should be made availble for fixing of Electrical Panels, AC units, light fittings etc. The outer structure shall be painted with white and red 2 feet X 2 feet and inner wall & ceiling shall be painted with off white( Cost of Painting is exclusive). The design and drawings shall be got vetted by IIT/NIT/Govt. Engineering colleges complying ICAO norms "ICAO AERODROME DESIGN MANUAL (Doc. No.9157, part-6 Frangibility) | - | Nos | - | - |
| 2 | 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 | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil | - | Cum | - | - |
| 4 | 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 | - | - |
| 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 | - | - |
| 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) | - | Cum | - | - |
| 7 | 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 upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | - | Cum | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | Sqm | - | - |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum | - | - |
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