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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.4 CrAccepted-AOC BU 5 SFS FLATS OUTER RING ROAD PITAMPURA DELHI 110034 | DELHI | NORTH WEST DELHI | DELHI | 110034 | ₹82.4 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹83.4 Cr+₹1.1 Cr (1.30%)Rejected-AOC | ₹83.4 Cr+₹1.1 Cr (1.30%) | L2 | Rejected-AOC Not L1 Bidder |
| 3 | L3₹91.8 Cr+₹9.4 Cr (11.4%)Rejected-AOC H NO 8 3 833 119 PLOT NO 119 PHASE I KAMALPURI COLONY SRINAGAR COLONY HYDERABAD 500073 TELANGANA | HYDERABAD | HYDERABAD | TELANGANA | 500073 | ₹91.8 Cr+₹9.4 Cr (11.4%) | L3 | Rejected-AOC Not L1 Bidder |
| 4 | L4₹95.0 Cr+₹12.7 Cr (15.4%)Rejected-AOC L 87 STREET NO 7C MAHIPALPUR EXTENSION NEW DELHI 110037 | NEW DELHI | NEW DELHI | DELHI | 110037 | ₹95.0 Cr+₹12.7 Cr (15.4%) | L4 | Rejected-AOC Not L1 Bidder |
| 5 | L5₹95.7 Cr+₹13.3 Cr (16.1%)Rejected-AOC RANJIT HOUSE OPPOSITE SAN RESIDENCY BHAGWAT BUNGALOWS THALTEJ KE PICHE SHILAJ ROAD AHMEDABAD GUJARAT 380059 | AHMEDABAD | AHMEDABAD | GUJARAT | 380059 | ₹95.7 Cr+₹13.3 Cr (16.1%) | L5 | Rejected-AOC Not L1 Bidder |
| Sl No | Description | Qty | Unit | RANJIT BUILDCON LIMITED L5 | ATCON INDIA LTD. L2 | Anusha Projects Priavte limited L3 | NSC Projects Pvt. Ltd. L4 | KCC Buildcon Private Limited L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation of soil using hydraulic excavator of 0.90cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and disposed of the excavated earth, transporting to the embankment location including loading and unloading with all lifts and leads within airport premises excluding the survey work as per direction of Engineer-In-Charge (ref. MORTH Specification section-306) | 4,88,740 | Cum | 180.51 ₹8,82,22,457.4 | 72 ₹3,51,89,280 | 100 ₹4,88,74,000 | 80 ₹3,90,99,200 | 50 ₹2,44,37,000 Lowest |
| 2.00 | Construction of embankment with available excavated earth deposited at site from other locations with spreading, neatly leveling/ grading and compacting layer by layer to achieve the desired levels and compactions to meet the requirement of table 300-2 of MORTH specification etc. complete in all respects excluding the survey work as per direction of Engineer-In-Charge.(ref. MORTH Specification section-305) | 4,12,500 | Cum | 125.78 ₹5,18,84,250 | 39 ₹1,60,87,500 Lowest | 120 ₹4,95,00,000 | 90 ₹3,71,25,000 | 80 ₹3,30,00,000 |
| 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 m and lift upto 1.5 m. | 665 | Cum | 332 ₹2,20,780 | 90 ₹59,850 | 180 ₹1,19,700 | 80 ₹53,200 Lowest | 160 ₹1,06,400 |
| 4.00 | Carriage of Earth by Mechanical Transport excluding loading, unloading and stacking upto 5Km Lead. | 75,575 | Cum | 50 ₹37,78,750 Lowest | 50 ₹37,78,750 Lowest | 75 ₹56,68,125 | 90 ₹68,01,750 | 60 ₹45,34,500 |
| 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 :
(a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 735 | Cum | 6,337 ₹46,57,695 | 6,200 ₹45,57,000 Lowest | 6,500 ₹47,77,500 | 6,744 ₹49,56,840 | 6,800 ₹49,98,000 |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
(c) 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) | 90 | Cum | 6,901 ₹6,21,090 | 6,100 ₹5,49,000 | 6,000 ₹5,40,000 | 5,456 ₹4,91,040 Lowest | 6,000 ₹5,40,000 |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
(d)1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 5,650 | Cum | 5,156 ₹2,91,31,400 | 5,275 ₹2,98,03,750 | 5,000 ₹2,82,50,000 Lowest | 5,131 ₹2,89,90,150 | 5,600 ₹3,16,40,000 |
| 8.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 5,630 | Cum | 6,506 ₹3,66,28,780 | 4,350 ₹2,44,90,500 Lowest | 4,800 ₹2,70,24,000 | 4,902 ₹2,75,98,260 | 5,000 ₹2,81,50,000 |
| 9.00 | 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 | 5,000 | Kg | 111 ₹5,55,000 | 110 ₹5,50,000 | 80 ₹4,00,000 Lowest | 150 ₹7,50,000 | 92 ₹4,60,000 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete | 3,095 | sqm | 282 ₹8,72,790 | 200 ₹6,19,000 Lowest | 250 ₹7,73,750 | 300 ₹9,28,500 | 360 ₹11,14,200 |
Tender Value
₹119.4 Cr
EMD Value
₹3.6 Cr
Closing Date
16 Oct 2025, 6:00 pmClosed
AGM (E-C)
Airports Authority of India CHQ NER 2nd Floor, Old AERA Building, Safdarjung Airport, New Delhi 110003
EXPANSION OF BARAPANI (SHILLONG) AIRPORT INCLUDING RUNWAY EXTENSION, EXPANSION OF TERMINAL BUILDING AND APRON AND OTHER ALLIED WORKS. SH AIRSIDE WORKS (PHASE-I) RE-CALL
2025_AAI_247872_1
AAI/CHQ/E-C/NER/Shillong/Rwy Extn/Recall/2025-26
Open Tender
Civil Works
Item Rate
547 days
Barapani, Shillong Airport
Please refer Tender documents.
21 documents required · 21 mandatory
₹11,800
₹3.6 Cr
New Delhi
7 Apr 2026
9 Sept 2025
27 Oct 2025
10 Sept 2025
16 Oct 2025
13 Oct 2025
10 Sept 2025 - 26 Sept 2025
22 Sept 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation of soil using hydraulic excavator of 0.90cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and disposed of the excavated earth, transporting to the embankment location including loading and unloading with all lifts and leads within airport premises excluding the survey work as per direction of Engineer-In-Charge (ref. MORTH Specification section-306) | 4,88,740 | Cum | - | - |
| 2 | Construction of embankment with available excavated earth deposited at site from other locations with spreading, neatly leveling/ grading and compacting layer by layer to achieve the desired levels and compactions to meet the requirement of table 300-2 of MORTH specification etc. complete in all respects excluding the survey work as per direction of Engineer-In-Charge.(ref. MORTH Specification section-305) | 4,12,500 | 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 m and lift upto 1.5 m. | 665 | Cum | - | - |
| 4 | Carriage of Earth by Mechanical Transport excluding loading, unloading and stacking upto 5Km Lead. | 75,575 | 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 :
(a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 735 | Cum | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
(c) 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) | 90 | Cum | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
(d)1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 5,650 | Cum | - | - |
| 8 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 5,630 | Cum | - | - |
| 9 | 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 | 5,000 | Kg | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete | 3,095 | sqm | - | - |
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