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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.0 CrAccepted-Finance PLOT NO 67 VIMPUR P O NEW BAPUJI NAGAR P S AIRFIELD BHUBANESWAR PIN 751020 KHURDA ODISHA | KHORDHA | ODISHA | 751020 | ₹1.0 Cr | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹1.1 Cr+₹2.7 L (2.53%)Rejected-Finance NUAPATANA P O BANGUARI P S BALIANTA KHURDA 751032 | KHORDHA | ODISHA | 751032 | ₹1.1 Cr+₹2.7 L (2.53%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹1.2 Cr+₹13.6 L (13.0%)Rejected-Finance | ₹1.2 Cr+₹13.6 L (13.0%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹1.2 Cr+₹16.7 L (15.9%)Rejected-Finance | ₹1.2 Cr+₹16.7 L (15.9%) | L-4 | Rejected-Finance L-4 |
| 5 | L-5₹1.4 Cr+₹35.3 L (33.7%)Rejected-Finance D NO 33 15 3A SWAPNA NIVAS KADIYALAVARI STREET SEETHARAPURAM VIJAYAWADA 520002 | VIJAYAWADA | KRISHNA | ANDHRA PRADESH | 520002 | ₹1.4 Cr+₹35.3 L (33.7%) | L-5 | Rejected-Finance L-5 |
| Sl No | Description | Qty | Unit | MD RIYAJUDDIN L1 | SUMEET MOHANTY L4 | BANAMALI ROUT L5 | MANGALA BUILDERS ASSOCIATES L6 | PRASANTA KUMAR BEURIA L2 | AMRIT RANJAN NAYAK L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 | 200 | Cum | 108 ₹21,600 | 160 ₹32,000 | 144 ₹28,800 | 141 ₹28,200 | 90 ₹18,000 | 80 ₹16,000 Lowest |
| 2.00 | Supplying and laying Moorum/ soils in layers of 20cm finished depth, breaking clods/ over size material, removal of stumps/roots and the like & watering, grading/levelling each layer with grader and rolling each layer with vibratory roller of minimum 8 tonnes capacity and dressing to the required grade, camber and slope complete as per specifications and as directed by the Engineer-in-charge.
(The item includes cost of work, payment of necessary royalty, carriage of Moorum/soil upto work site for all leads and lifts involved. Payment to be made for compacted quantity only). | 1,620 | Cum | 290 ₹4,69,800 Lowest | 300 ₹4,86,000 | 603 ₹9,76,860 | 900 ₹14,58,000 | 450 ₹7,29,000 | 500 ₹8,10,000 |
| 3.00 | Supplying and filling crushed stone dust in layers of 20 cm depth , watering, grading/levelling each layer with grader and rolling each layer with vibratory roller of minimum 8 tonnes capacity and dressing to the required grade, camber and slope complete as per specifications and as directed by the Engineer-in-charge.
(The item includes cost of work, payment of necessary royality, carriage of crusher dust upto work site for all leads and lifts involved. Payment to be made for compacted quantity only). | 4,860 | Cum | 539 ₹26,19,540 | 600 ₹29,16,000 | 810 ₹39,36,600 | 1,600 ₹77,76,000 | 400 ₹19,44,000 Lowest | 650 ₹31,59,000 |
| 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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 120 | Cum | 2,909 ₹3,49,080 Lowest | 3,500 ₹4,20,000 | 3,780 ₹4,53,600 | 5,300 ₹6,36,000 | 3,200 ₹3,84,000 | 3,000 ₹3,60,000 |
| 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 :
1:2:4(1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 100 | Cum | 3,837 ₹3,83,700 | 4,050 ₹4,05,000 | 5,040 ₹5,04,000 | 5,900 ₹5,90,000 | 3,700 ₹3,70,000 | 3,500 ₹3,50,000 Lowest |
| 6.00 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 80 | Cum | 4,433 ₹3,54,640 | 5,200 ₹4,16,000 | 5,400 ₹4,32,000 | 6,900 ₹5,52,000 | 3,700 ₹2,96,000 Lowest | 4,200 ₹3,36,000 |
| 7.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | 12,750 | Kg | 67 ₹8,54,250 Lowest | 68 ₹8,67,000 | 75.6 ₹9,63,900 | 83 ₹10,58,250 | 77 ₹9,81,750 | 72 ₹9,18,000 |
| 8.00 | Brick work with flyash 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) | 200 | Cum | 3,040 ₹6,08,000 Lowest | 4,000 ₹8,00,000 | 5,220 ₹10,44,000 | 5,900 ₹11,80,000 | 3,200 ₹6,40,000 | 3,500 ₹7,00,000 |
| 9.00 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) | 670 | Sqm | 110 ₹73,700 Lowest | 210 ₹1,40,700 | 225 ₹1,50,750 | 260 ₹1,74,200 | 150 ₹1,00,500 | 120 ₹80,400 |
| 10.00 | 12 mm cement plaster finished with a floating coat of neat cement ofmix :1:4 (1 cement: 4 fine sand) | 1,100 | Sqm | 170 ₹1,87,000 | 240 ₹2,64,000 | 270 ₹2,97,000 | 270 ₹2,97,000 | 150 ₹1,65,000 | 130 ₹1,43,000 Lowest |
Tender Value
₹2.2 Cr
EMD Value
₹6.6 L
Closing Date
29 Jun 2026, 6:00 pmClosed
Asst. General Manager (E-C)
O/o AGM (E-C), AAI, IOC,BPI AIRPORT,BBSR
Improvement to colony drainage system and development of low lying area at B.P.I. Airport. Bhubaneswar
2026_AAI_279943_1
AAI/BS/ENGG(C)/NIT-07/2026-27
Open Tender
Civil Works
Works
270 days
B.P.I Airport, Bhubaneswar
Please refer Tender documents.
14 documents required · 14 mandatory
₹1,180
₹6.6 L
O/o AGM (E-C), AAI, IOC,BPI AIRPORT,BBSR
30 Jul 2026
8 Jun 2026
1 Jul 2026
9 Jun 2026
29 Jun 2026
9 Jun 2026
9 Jun 2026 - 16 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 1.25 | - |
| 2 | Supplying and laying Moorum/ soils in layers of 20cm finished depth, breaking clods/ over size material, removal of stumps/roots and the like & watering, grading/levelling each layer with grader and rolling each layer with vibratory roller of minimum 8 tonnes capacity and dressing to the required grade, camber and slope complete as per specifications and as directed by the Engineer-in-charge.
(The item includes cost of work, payment of necessary royalty, carriage of Moorum/soil upto work site for all leads and lifts involved. Payment to be made for compacted quantity only). | - | Cum | - | - |
| 3 | Supplying and filling crushed stone dust in layers of 20 cm depth , watering, grading/levelling each layer with grader and rolling each layer with vibratory roller of minimum 8 tonnes capacity and dressing to the required grade, camber and slope complete as per specifications and as directed by the Engineer-in-charge.
(The item includes cost of work, payment of necessary royality, carriage of crusher dust upto work site for all leads and lifts involved. Payment to be made for compacted quantity only). | - | Cum | 100 | - |
| 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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | 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 :
1:2:4(1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | 10 | - |
| 6 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | Cum | 11 | - |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg | 12 | - |
| 8 | Brick work with flyash 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 | 13 | - |
| 9 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) | - | Sqm | 14 | - |
| 10 | 12 mm cement plaster finished with a floating coat of neat cement ofmix :1:4 (1 cement: 4 fine sand) | - | Sqm | 15 | - |
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