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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹75.9 LAccepted-Finance PLOT NO 67 VIMPUR P O NEW BAPUJI NAGAR P S AIRFIELD BHUBANESWAR PIN 751020 KHURDA ODISHA | KHORDHA | ODISHA | 751020 | ₹75.9 L | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹84.5 L+₹8.6 L (11.3%)Rejected-Finance | ₹84.5 L+₹8.6 L (11.3%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹85.8 L+₹9.8 L (13.0%)Rejected-Finance | ₹85.8 L+₹9.8 L (13.0%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹86.6 L+₹10.6 L (14.0%)Rejected-Finance NUAPATANA P O BANGUARI P S BALIANTA KHURDA 751032 | KHORDHA | ODISHA | 751032 | ₹86.6 L+₹10.6 L (14.0%) | L-4 | Rejected-Finance L-4 |
| 5 | L-5₹91.1 L+₹15.1 L (19.9%)Rejected-Finance | ₹91.1 L+₹15.1 L (19.9%) | L-5 | Rejected-Finance L-5 |
| Sl No | Description | Qty | Unit | SUMEET MOHANTY L2 | MD RIYAJUDDIN L1 | AMRIT RANJAN NAYAK L5 | Pavee Construction L6 | PRASANTA KUMAR BEURIA L4 | ACE MULTI SERVICES L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. | 1,700 | Kg | 20 ₹34,000 | 21 ₹35,700 | 15 ₹25,500 | 15 ₹25,500 | 10 ₹17,000 Lowest | 20 ₹34,000 |
| 2.00 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
In cement mortar | 30 | Cum | 1,000 ₹30,000 | 757 ₹22,710 | 800 ₹24,000 | 1,000 ₹30,000 | 700 ₹21,000 Lowest | 1,000 ₹30,000 |
| 3.00 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
In cement mortar | 50 | Cum | 1,450 ₹72,500 | 959 ₹47,950 | 1,000 ₹50,000 | 1,200 ₹60,000 | 300 ₹15,000 Lowest | 1,200 ₹60,000 |
| 4.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 20 | Cum | 3,000 ₹60,000 | 1,525 ₹30,500 | 1,500 ₹30,000 | 1,200 ₹24,000 | 900 ₹18,000 Lowest | 1,500 ₹30,000 |
| 5.00 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 20,000 | Sqm | 6.5 ₹1,30,000 Lowest | 7 ₹1,40,000 | 10 ₹2,00,000 | 10 ₹2,00,000 | 12 ₹2,40,000 | 11 ₹2,20,000 |
| 6.00 | 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-in-charge.
a) All kinds of soil | 350 | Cum | 150 ₹52,500 | 127 ₹44,450 | 100 ₹35,000 | 100 ₹35,000 | 90 ₹31,500 Lowest | 150 ₹52,500 |
| 7.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
All kinds of soil | 65 | Cum | 750 ₹48,750 | 101 ₹6,565 | 100 ₹6,500 | 50 ₹3,250 Lowest | 90 ₹5,850 | 200 ₹13,000 |
| 8.00 | 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 m and lift upto 1.5 m. | 305 | Cum | 120 ₹36,600 | 102 ₹31,110 | 90 ₹27,450 | 70 ₹21,350 Lowest | 90 ₹27,450 | 350 ₹1,06,750 |
| 9.00 | 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) | 15 | Cum | 3,400 ₹51,000 Lowest | 4,748 ₹71,220 | 3,800 ₹57,000 | 5,000 ₹75,000 | 3,600 ₹54,000 | 5,500 ₹82,500 |
| 10.00 | 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 40 mm nominal size derived from natural sources) | 15 | Cum | 4,500 ₹67,500 | 4,243 ₹63,645 Lowest | 5,100 ₹76,500 | 6,000 ₹90,000 | 5,200 ₹78,000 | 6,200 ₹93,000 |
Tender Value
₹1.5 Cr
EMD Value
₹4.4 L
Closing Date
22 May 2026, 6:00 pmClosed
Sr. Manager (E-C)
O/o Senior Manager (E-C), AAI, Airport Director Office, B.P.I. Airport, Bhubaneswar.
Special repairs to existing operational boundary wall including painting
2026_AAI_276250_1
AAI/BS/ENGG(C)/NIT-04/2026-27
Open Tender
Civil Works
Works
240 days
B.P.I Airport, Bhubaneswar
Please refer Tender documents.
14 documents required · 14 mandatory
₹1,180
₹4.4 L
18 Jun 2026
30 Apr 2026
25 May 2026
1 May 2026
22 May 2026
1 May 2026
1 May 2026 - 6 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. | - | Kg | 1.25 | - |
| 2 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
In cement mortar | - | Cum | - | - |
| 3 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
In cement mortar | - | Cum | 100 | - |
| 4 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | - | Cum | 53 | - |
| 5 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | - | Sqm | 10 | - |
| 6 | 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-in-charge.
a) All kinds of soil | - | Cum | 11 | - |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
All kinds of soil | - | Cum | 12 | - |
| 8 | 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 m and lift upto 1.5 m. | - | Cum | 13 | - |
| 9 | 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 | 14 | - |
| 10 | 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 40 mm nominal size derived from natural sources) | - | Cum | 15 | - |
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