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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.6 CrAccepted-Finance | ₹1.6 Cr | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹1.7 Cr+₹9.9 L (6.20%)Rejected-Finance NUAPATANA P O BANGUARI P S BALIANTA KHURDA 751032 | KHORDHA | ODISHA | 751032 | ₹1.7 Cr+₹9.9 L (6.20%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹1.8 Cr+₹18.5 L (11.6%)Rejected-Finance | ₹1.8 Cr+₹18.5 L (11.6%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹2.4 Cr+₹79.9 L (50.0%)Rejected-Finance | ₹2.4 Cr+₹79.9 L (50.0%) | L-4 | Rejected-Finance L-4 |
| 5 | L-5₹2.9 Cr+₹1.3 Cr (79.2%)Rejected-Finance NO 2 AIRPORT GATE MOTILAL COLONY P O RAJBARI KOLKATA 700 081 | KOLKATA | KOLKATA | WEST BENGAL | 700081 | ₹2.9 Cr+₹1.3 Cr (79.2%) | L-5 | Rejected-Finance L-5 |
| Sl No | Description | Qty | Unit | M/s. A S Traders L5 | KARTIK KUMAR PARIDA L1 | AMRIT RANJAN NAYAK L3 | ARKA PROJECTS L4 | PRASANTA KUMAR BEURIA L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 | 10 | Cum | 100 ₹1,000 | 171 ₹1,710 | 100 ₹1,000 | 185 ₹1,850 | 40 ₹400 Lowest |
| 2.00 | 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) | 180 | Cum | 6,000 ₹10,80,000 | 2,818 ₹5,07,240 Lowest | 3,300 ₹5,94,000 | 3,975 ₹7,15,500 | 3,000 ₹5,40,000 |
| 3.00 | 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) | 180 | Cum | 6,500 ₹11,70,000 | 3,050 ₹5,49,000 Lowest | 4,200 ₹7,56,000 | 4,525 ₹8,14,500 | 3,700 ₹6,66,000 |
| 4.00 | 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) | 10 | Cum | 6,000 ₹60,000 | 4,567 ₹45,670 | 4,800 ₹48,000 | 6,850 ₹68,500 | 3,400 ₹34,000 Lowest |
| 5.00 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
Light shade pigment using white cement. | 1,215 | Sqm | 1,300 ₹15,79,500 | 721 ₹8,76,015 | 800 ₹9,72,000 | 650 ₹7,89,750 | 480 ₹5,83,200 Lowest |
| 6.00 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) | 50 | Sqm | 430 ₹21,500 | 333 ₹16,650 | 180 ₹9,000 | 310 ₹15,500 | 150 ₹7,500 Lowest |
| 7.00 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
Fixed to steel windows by welding | 4,535 | Kg | 140 ₹6,34,900 | 99 ₹4,48,965 | 115 ₹5,21,525 | 125 ₹5,66,875 | 95 ₹4,30,825 Lowest |
| 8.00 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade
Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | 2,900 | Sqm | 150 ₹4,35,000 | 51 ₹1,47,900 Lowest | 100 ₹2,90,000 | 105 ₹3,04,500 | 65 ₹1,88,500 |
| 9.00 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 250 | Cum | 10,500 ₹26,25,000 | 4,645 ₹11,61,250 | 7,000 ₹17,50,000 | 9,375 ₹23,43,750 | 3,900 ₹9,75,000 Lowest |
| 10.00 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.:
With medium setting bitumen emulsion .
On bituminous surface @ 0.25kg/sqm | 33,100 | Sqm | 5 ₹1,65,500 Lowest | 5 ₹1,65,500 Lowest | 7 ₹2,31,700 | 33 ₹10,92,300 | 6 ₹1,98,600 |
Tender Value
₹2.7 Cr
EMD Value
₹8.2 L
Closing Date
28 May 2026, 6:00 pmClosed
Asst. General Manager (E-C)
O/o Asst General Manager (E-C), AAI, Integrate Office Complex, B.P.I. Airport, Bhubaneswar
Improvement of colony roads including old VIP roads
2026_AAI_276369_1
AAI/BS/ENGG(C)/NIT-05/2026-27
Open Tender
Civil Works
Works
240 days
B.P.I Airport, Bhubaneswar
Please refer Tender documents.
14 documents required · 14 mandatory
₹1,180
₹8.2 L
O/o AGM (E-C), AAI, IOC,BPI AIRPORT,BBSR
7 Jul 2026
6 May 2026
1 Jun 2026
7 May 2026
28 May 2026
7 May 2026
7 May 2026 - 16 May 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 1.25 | - |
| 2 | 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 | - | - |
| 3 | 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 | 100 | - |
| 4 | 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 | 53 | - |
| 5 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
Light shade pigment using white cement. | - | Sqm | 10 | - |
| 6 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) | - | Sqm | 11 | - |
| 7 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
Fixed to steel windows by welding | - | Kg | 12 | - |
| 8 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade
Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | - | Sqm | 13 | - |
| 9 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | - | Cum | 14 | - |
| 10 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.:
With medium setting bitumen emulsion .
On bituminous surface @ 0.25kg/sqm | - | Sqm | 15 | - |
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