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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.5 CrAccepted-AOC 11 A 2 PRATAP NAGAR WEST MAHOLI ROAD MATHURA UTTAR PRADESH 281001 | MATHURA | MATHURA | UTTAR PRADESH | 281001 | L-1 | Accepted-AOC Release of EMD | |
| 2 | L-2₹3.5 Cr+₹4.9 L (1.40%)Rejected-Finance 24 2P JESSORE ROAD NORTH 24 PARGANAS WEST BENGAL | NORTH 24 PARGANAS | NORTH 24 PARGANAS | WEST BENGAL | L-2 | Rejected-Finance L-2 | |
| 3 | L-3₹3.6 Cr+₹11.9 L (3.39%)Rejected-Finance L 29 BARAMUNDA HOUSING BOARD COLONY BHUBANESWAR 751003 ODISHA | BHUBANESWAR | BHUBANESWAR | ODISHA | 751003 | L-3 | Rejected-Finance L-3 | |
| 4 | L-4₹3.7 Cr+₹22.7 L (6.49%)Rejected-Finance | L-4 | Rejected-Finance L-4 | |
| 5 | L-5₹3.7 Cr+₹22.9 L (6.56%)Rejected-Finance MAIN STREET GONDER 35 VILL GONDER KARNAL HARYANA 132024 | KARNAL | KARNAL | HARYANA | 132024 | L-5 | Rejected-Finance L-5 |
| Sl No | Description | Qty | Unit | DILLIP CONSTRUCTIONS pVT lTD L3 | BANAMALI ROUT L6 | L K BUILDERS L2 | Garg Associates L8 | B. M. ENGINEERING AND CONSTRUCTION L9 | MANORAMA CONSTRUCTIONS L7 | G. R. Engineers and Contractor L1 | Pavee Construction L5 | G2C CONSTRUCTION L11 | NAVITA NIRMAN LIMITED L12 | ARKA PROJECTS L10 | NARESH KUMAR BEHERA L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 3,908 | Sqm | 100 ₹3,90,800 | 180 ₹7,03,440 | 70 ₹2,73,560 | 11.5 ₹44,942 Lowest | 100 ₹3,90,800 | 150 ₹5,86,200 | 25 ₹97,700 | 50 ₹1,95,400 | 165 ₹6,44,820 | 140 ₹5,47,120 | 52 ₹2,03,216 | 100 ₹3,90,800 |
| 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.
All kinds of soil | 1,322 | Cum | 100 ₹1,32,200 | 180 ₹2,37,960 | 70 ₹92,540 | 100 ₹1,32,200 | 120 ₹1,58,640 | 150 ₹1,98,300 | 40 ₹52,880 Lowest | 150 ₹1,98,300 | 165 ₹2,18,130 | 220 ₹2,90,840 | 132 ₹1,74,504 | 150 ₹1,98,300 |
| 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. | 1,322 | Cum | 160 ₹2,11,520 | 72 ₹95,184 | 90 ₹1,18,980 | 60 ₹79,320 | 130 ₹1,71,860 | 90 ₹1,18,980 | 20 ₹26,440 Lowest | 85 ₹1,12,370 | 122 ₹1,61,284 | 130 ₹1,71,860 | 88 ₹1,16,336 | 120 ₹1,58,640 |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete | 6,312.55 | Cum | 1,145 ₹72,27,869.75 | 990 ₹62,49,424.5 | 1,300 ₹82,06,315 | 1,350 ₹85,21,942.5 | 1,200 ₹75,75,060 | 1,600 ₹1,01,00,080 | 1,665 ₹1,05,10,395.75 | 1,200 ₹75,75,060 | 1,430 ₹90,26,946.5 | 1,100 ₹69,43,805 | 1,125 ₹71,01,618.75 | 900 ₹56,81,295 Lowest |
| 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) | 849.76 | Cum | 4,000 ₹33,99,040 Lowest | 4,230 ₹35,94,484.8 | 4,800 ₹40,78,848 | 5,400 ₹45,88,704 | 5,000 ₹42,48,800 | 4,200 ₹35,68,992 | 4,200 ₹35,68,992 | 4,250 ₹36,11,480 | 4,500 ₹38,23,920 | 6,600 ₹56,08,416 | 4,678 ₹39,75,177.28 | 5,000 ₹42,48,800 |
| 6.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 61.42 | Cum | 5,500 ₹3,37,837.5 | 7,020 ₹4,31,203.5 | 5,900 ₹3,62,407.5 | 7,750 ₹4,76,043.75 | 7,500 ₹4,60,687.5 | 6,400 ₹3,93,120 | 5,200 ₹3,19,410 Lowest | 10,500 ₹6,44,962.5 | 8,500 ₹5,22,112.5 | 7,300 ₹4,48,402.5 | 6,694 ₹4,11,178.95 | 7,000 ₹4,29,975 |
| 7.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - 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) | 528.8 | Cum | 5,500 ₹29,08,400 | 6,030 ₹31,88,664 | 5,650 ₹29,87,720 | 7,000 ₹37,01,600 | 6,500 ₹34,37,200 | 5,800 ₹30,67,040 | 4,800 ₹25,38,240 Lowest | 5,750 ₹30,40,600 | 5,850 ₹30,93,480 | 6,900 ₹36,48,720 | 6,235 ₹32,97,068 | 6,500 ₹34,37,200 |
| 8.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
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) | 35.1 | Cum | 6,000 ₹2,10,600 | 7,200 ₹2,52,720 | 6,200 ₹2,17,620 | 7,750 ₹2,72,025 | 8,000 ₹2,80,800 | 6,500 ₹2,28,150 | 5,200 ₹1,82,520 Lowest | 9,500 ₹3,33,450 | 8,500 ₹2,98,350 | 8,200 ₹2,87,820 | 7,675 ₹2,69,392.5 | 8,000 ₹2,80,800 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for
columns, pillars, piers, Abutments, posts and Struts | 468 | sqm | 400 ₹1,87,200 | 540 ₹2,52,720 | 250 ₹1,17,000 Lowest | 300 ₹1,40,400 | 300 ₹1,40,400 | 450 ₹2,10,600 | 250 ₹1,17,000 Lowest | 300 ₹1,40,400 | 650 ₹3,04,200 | 785 ₹3,67,380 | 394 ₹1,84,392 | 500 ₹2,34,000 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 7,932 | Sqm | 400 ₹31,72,800 | 405 ₹32,12,460 | 301 ₹23,87,532 | 300 ₹23,79,600 | 250 ₹19,83,000 Lowest | 360 ₹28,55,520 | 250 ₹19,83,000 Lowest | 350 ₹27,76,200 | 500 ₹39,66,000 | 825 ₹65,43,900 | 412 ₹32,67,984 | 450 ₹35,69,400 |
Tender Value
₹5.6 Cr
EMD Value
₹16.7 L
Closing Date
24 Nov 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Senior Manager (Engg-Civil)
O/o Airport Director, B.P.I. Airport,Bhubaneswar
Improvement of Drainage System and Raising of Operational Boundary wall including allied works in Operational area at B.P.I. Airport, Bhubaneswar
2025_AAI_254215_1
AAI/BS/ENGG(C)/NIT-11/2025-26
Open Tender
Civil Works
Works
270 days
B.P.I. Airport, Bhubaneswar
Please refer Tender documents.
17 documents required · 17 mandatory
₹1,180
Biju Patnaik International Airport, Bhubaneswar
₹16.7 L
O/o S.M. (E-C), AAI, BPI, Airport,BBSR
16 Apr 2026
3 Nov 2025
1 Dec 2025
3 Nov 2025
24 Nov 2025
3 Nov 2025
3 Nov 2025 - 10 Nov 2025
14 Nov 2025
| 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 | 3,908 | Sqm | - | - |
| 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.
All kinds of soil | 1,322 | 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. | 1,322 | Cum | - | - |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete | 6,312.55 | 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) | 849.76 | Cum | - | - |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 61.43 | Cum | - | - |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - 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) | 528.8 | Cum | - | - |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
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) | 35.1 | Cum | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for
columns, pillars, piers, Abutments, posts and Struts | 468 | sqm | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 7,932 | Sqm | - | - |
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