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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.0 CrAccepted-Finance D NO 33 15 3A SWAPNA NIVAS KADIYALAVARI STREET SEETHARAPURAM VIJAYAWADA 520002 | VIJAYAWADA | KRISHNA | ANDHRA PRADESH | 520002 | ₹3.0 Cr | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹3.1 Cr+₹14.2 L (4.72%)Rejected-Finance L 29 BARAMUNDA HOUSING BOARD COLONY BHUBANESWAR PIN 751003 | BHUBANESWAR | KHORDHA | ODISHA | 751003 | ₹3.1 Cr+₹14.2 L (4.72%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹3.2 Cr+₹24.7 L (8.24%)Rejected-Finance | ₹3.2 Cr+₹24.7 L (8.24%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹3.5 Cr+₹50.1 L (16.7%)Rejected-Finance 93 AMIT APT SECTOR 13 ROHINI ND 110085 | NORTH WEST | DELHI | 110085 | ₹3.5 Cr+₹50.1 L (16.7%) | L-4 | Rejected-Finance L-4 |
| 5 | L-5₹3.7 Cr+₹71.4 L (23.8%)Rejected-Finance | ₹3.7 Cr+₹71.4 L (23.8%) | L-5 | Rejected-Finance L-5 |
| Sl No | Description | Qty | Unit | DILLIP CONSTRUCTIONS pVT lTD L2 | L K BUILDERS L3 | BANAMALI ROUT L1 | Garg Associates L4 | MANORAMA CONSTRUCTIONS L5 | G. R. Engineers and Contractor L6 | Prabesh Barman L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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-incharge.
All kinds of soil | 100 | Cum | 100 ₹10,000 | 100 ₹10,000 | 144 ₹14,400 | 110 ₹11,000 | 122 ₹12,200 | 75 ₹7,500 Lowest | 250 ₹25,000 |
| 2.00 | Supplying and laying Moorum/ Soil 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). | 21,685 | Cum | 865 ₹1,87,57,525 | 732 ₹1,58,73,420 | 369 ₹80,01,765 Lowest | 780 ₹1,69,14,300 | 805 ₹1,74,56,425 | 827 ₹1,79,33,495 | 900 ₹1,95,16,500 |
| 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). | 21,685 | Cum | 546 ₹1,18,40,010 Lowest | 732 ₹1,58,73,420 | 972 ₹2,10,77,820 | 780 ₹1,69,14,300 | 868.17 ₹1,88,26,266.45 | 957 ₹2,07,52,545 | 1,600 ₹3,46,96,000 |
| 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) | 10 | Cum | 5,000 ₹50,000 | 4,500 ₹45,000 | 4,320 ₹43,200 | 6,000 ₹60,000 | 4,535 ₹45,350 | 4,000 ₹40,000 Lowest | 8,000 ₹80,000 |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 10 | Sqm | 200 ₹2,000 Lowest | 290 ₹2,900 | 450 ₹4,500 | 400 ₹4,000 | 269.46 ₹2,694.6 | 200 ₹2,000 Lowest | 900 ₹9,000 |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 50 | Sqm | 500 ₹25,000 | 400 ₹20,000 | 540 ₹27,000 | 400 ₹20,000 | 575 ₹28,750 | 250 ₹12,500 Lowest | 950 ₹47,500 |
| 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 :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 50 | Cum | 4,500 ₹2,25,000 | 5,500 ₹2,75,000 | 6,300 ₹3,15,000 | 8,100 ₹4,05,000 | 6,150 ₹3,07,500 | 4,497 ₹2,24,850 Lowest | 12,500 ₹6,25,000 |
| 8.00 | 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 | 4,000 | Kg | 80 ₹3,20,000 | 70 ₹2,80,000 Lowest | 81 ₹3,24,000 | 90 ₹3,60,000 | 71 ₹2,84,000 | 71 ₹2,84,000 | 120 ₹4,80,000 |
| 9.00 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
450 mm dia RCC pipes. | 50 | Meter | 2,200 ₹1,10,000 | 600 ₹30,000 Lowest | 2,520 ₹1,26,000 | 4,978 ₹2,48,900 | 2,075 ₹1,03,750 | 3,500 ₹1,75,000 | 3,500 ₹1,75,000 |
| 10.00 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 500 | Kg | 130 ₹65,000 | 100 ₹50,000 | 108 ₹54,000 | 125 ₹62,500 | 117 ₹58,500 | 80 ₹40,000 Lowest | 150 ₹75,000 |
Tender Value
₹5.5 Cr
EMD Value
₹16.4 L
Closing Date
7 Jan 2026, 6:00 pmClosed
Sr. Manager (E-C)
O/o Airport Director, B.P.I Airport, Bhubaneswar
Development of Area in-front of Glide Path and its adjoining areas.
2025_AAI_258920_1
AAI/BS/ENGG(C)/NIT-13/2025-26
Open Tender
Civil Works
Works
180 days
B.P.I Airport, Bhubaneswar
Please refer Tender documents.
17 documents required · 17 mandatory
₹1,770
Airport Authority of India
₹16.4 L
11 Feb 2026
12 Dec 2025
14 Jan 2026
13 Dec 2025
7 Jan 2026
13 Dec 2025
13 Dec 2025 - 22 Dec 2025
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
Supplying and laying Moorum/ Soil 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).
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).
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)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia RCC pipes.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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