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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.8 CrAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹29.0 Cr+₹15.2 L (0.53%)Rejected-Finance L 87 STREET NO 7C MAHIPALPUR EXTENSION NEW DELHI 110037 | NEW DELHI | NEW DELHI | DELHI | 110037 | L2 | Rejected-Finance L2 Bidder | |
| 3 | L3₹29.3 Cr+₹42.0 L (1.46%)Rejected-Finance BAKRON KA WADA NEAR NEELAM CINEMA JODHPUR ROAD BALOTRA BARMER RAJASTHAN 344022 | BALOTRA | BARMER | RAJASTHAN | 344022 | L3 | Rejected-Finance L3 Bidder | |
| 4 | L4₹30.6 Cr+₹1.8 Cr (6.14%)Rejected-Finance | L4 | Rejected-Finance L4 Bidder | |
| 5 | L5₹31.2 Cr+₹2.3 Cr (8.09%)Rejected-Finance | L5 | Rejected-Finance L5 Bidder |
| Sl No | Description | Qty | Unit | N S NAYAK AND SONS L5 | BALAJIKRUPA PROJECTS PRIVATE LIMITED L8 | NSC Projects Pvt. Ltd. L2 | Brahma Infra L3 | SRINIVASA EDIFICE PRIVATE LIMITED L4 | ANISH INFRACON INDIA PVT. LTD. L6 | NATIONAL INFRABUILD PRIVATE LIMITED L7 | ATR INFRAPROJECTS PVT LTD L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for roadwork / apron / taxiway itc. in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location / disposal location within all lifts and lead upto 3000m. | 1,28,000 | cum | 140 ₹1,79,20,000 | 150 ₹1,92,00,000 | 100 ₹1,28,00,000 | 160 ₹2,04,80,000 | 126 ₹1,61,28,000 | 115 ₹1,47,20,000 | 90 ₹1,15,20,000 | 79 ₹1,01,12,000 Lowest |
| 2.00 | Excavation for roadway / apron / taxiway etc. in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 3000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. | 1,13,200 | cum | 310 ₹3,50,92,000 | 400 ₹4,52,80,000 | 175 ₹1,98,10,000 | 250 ₹2,83,00,000 | 162 ₹1,83,38,400 | 400 ₹4,52,80,000 | 100 ₹1,13,20,000 Lowest | 321 ₹3,63,37,200 |
| 3.00 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials within all lifts and up to a lead of 3000 metres, stacking serviceable and unserviceable materials separately. | 1,500 | cum | 800 ₹12,00,000 | 750 ₹11,25,000 | 400 ₹6,00,000 | 600 ₹9,00,000 | 540 ₹8,10,000 | 600 ₹9,00,000 | 2,000 ₹30,00,000 | 270 ₹4,05,000 Lowest |
| 4.00 | Dismantling of flexible pavements and disposal of dismantled materials all lifts and up to a lead of 3000 metres, stacking serviceable and unserviceable materials separately
By Mechanical Means
Bitumenous Courses | 1,750 | cum | 300 ₹5,25,000 | 750 ₹13,12,500 | 400 ₹7,00,000 | 600 ₹10,50,000 | 180 ₹3,15,000 | 250 ₹4,37,500 | 529 ₹9,25,750 | 130 ₹2,27,500 Lowest |
| 5.00 | Consolidation of sub grade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. and re-rolling the sub grade as per direction of Engineer-In-charge. | 73,700 | sqm | 3 ₹2,21,100 Lowest | 90 ₹66,33,000 | 10 ₹7,37,000 | 15 ₹11,05,500 | 4.5 ₹3,31,650 | 10 ₹7,37,000 | 35 ₹25,79,500 | 8 ₹5,89,600 |
| 6.00 | Construction of embankment with approved materials deposited at site from roadway / apron / taxiway etc. cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 Morth Specifications . | 6,225 | cum | 50 ₹3,11,250 Lowest | 150 ₹9,33,750 | 100 ₹6,22,500 | 100 ₹6,22,500 | 162 ₹10,08,450 | 100 ₹6,22,500 | 119 ₹7,40,775 | 127.63 ₹7,94,496.75 |
| 7.00 | Preparation of granular sub-base by providing close graded material, conforming to specifications mixing in a mechanical mix plant at OMC, carriage of mixed material by mechanical transport to work site, for all leads and lifts, spreading in uniform layers of specified thickness with mechanical means including neatly leveling & dressing on prepared surface and compacting with vibratory power roller to achieve the desired density, complete and as per direction of Engineer-in-charge. | 8,650 | cum | 1,800 ₹1,55,70,000 | 2,350 ₹2,03,27,500 | 2,115 ₹1,82,94,750 | 2,000 ₹1,73,00,000 | 1,890 ₹1,63,48,500 | 2,150 ₹1,85,97,500 | 2,200 ₹1,90,30,000 | 1,590 ₹1,37,53,500 Lowest |
| 8.00 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher/ Mechanical Grader in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per Technical specifications and directions of Engineer-In-charge. | 7,950 | cum | 2,000 ₹1,59,00,000 | 2,350 ₹1,86,82,500 | 2,210 ₹1,75,69,500 | 2,100 ₹1,66,95,000 | 1,980 ₹1,57,41,000 | 2,400 ₹1,90,80,000 | 2,400 ₹1,90,80,000 | 1,670 ₹1,32,76,500 Lowest |
| 9.00 | Providing and laying dry lean cement concrete with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not exceed 15:1, aggregate gradation after blending to be as per specification, OPC 43 grade cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 days, mixed in a batching plant as per mix design, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing etc complete as per specification and direction of the Engineer-In-charge.. | 9,000 | cum | 3,000 ₹2,70,00,000 Lowest | 5,000 ₹4,50,00,000 | 3,655 ₹3,28,95,000 | 3,300 ₹2,97,00,000 | 3,600 ₹3,24,00,000 | 3,100 ₹2,79,00,000 | 4,100 ₹3,69,00,000 | 3,501 ₹3,15,09,000 |
| 10.00Providing and laying Pavement Quality Concrete (PQC) produced in a batching and mixing plant having a Characteristic flexural strength i.e. flexural strength of 4.1 MPa at 28 days using Ordinary Portland cement of 43/53 grade or Portland Pozzolana Cement or Portland Slag cement conforming as per relevant IS codes, to be mixed at Site, with 0.5% Super plasticizer by mass of cementitious material, fine aggregate, Graded stone aggregates of 40 mm nominal size in appropriate proportion as per Specification and job mix formula, laid in panels as per drawings/design as approved by the Engineer-In-Charge using Slip Form Paver including anti friction layer, joint filler board, making necessary provision for expansion, dummy and Construction joint including filling with Polysulphide sealant of approved make, curing and making profile, complete as per direction of Engineer-in-Charge and Techanical specifications. The item for execution shall include all operations making pavement for intended use but not limited to following: i. Polyethylene sheet (White in color) of thickness 400 micron conforming to IS: 2508 with 6mm thick fine sand layer. ii. Providing and laying in position for expansion joint, 25mm thick pre-cut Synthetic joint filler board of approved make conforming to IS:1838(part 3)-2011, 45 mm from top (to be removed at the time of filling of Polysulphide sealant). iii. Mechanically cutting dummy joints 3mm wide x 1/3rd thickness of slab which is subsequently widened to 10mm for the top 25mm depth and construction joints 10mm wide x 25mm deep as per specification. | |||||||||||
Tender Value
₹35.1 Cr
EMD Value
₹1.1 Cr
Closing Date
7 Jul 2025, 6:00 pmClosed
Senior Manager(Engg.-C)
Airports Authority of India, O/o Executive Director (Engg.)-SR, Corporate Head Quarters, A-Block, 3rd Floor, Rajiv Gandhi Bhawan, Safdarjung Airport, New Delhi-110003
Extension and re-configuration of Apron Bays for Code-C type of Aircraft and allied infrastructure at Hubballi Airport.
2025_AAI_236606_1
AAI/ENGG/ED-SR/HUBBALLI/APRON
Open Tender
Construction Works
Item Rate
300 days
Hubballi
Please refer Tender Document
8 documents required · 8 mandatory
₹5,900
₹1.1 Cr
9 Sept 2025
16 Jun 2025
11 Jul 2025
17 Jun 2025
7 Jul 2025
25 Jun 2025
17 Jun 2025 - 23 Jun 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for roadwork / apron / taxiway itc. in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location / disposal location within all lifts and lead upto 3000m. | 1,28,000 | cum | - | - |
| 2 | Excavation for roadway / apron / taxiway etc. in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 3000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. | 1,13,200 | cum | - | - |
| 3 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials within all lifts and up to a lead of 3000 metres, stacking serviceable and unserviceable materials separately. | 1,500 | cum | - | - |
| 4 | Dismantling of flexible pavements and disposal of dismantled materials all lifts and up to a lead of 3000 metres, stacking serviceable and unserviceable materials separately
By Mechanical Means
Bitumenous Courses | 1,750 | cum | - | - |
| 5 | Consolidation of sub grade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. and re-rolling the sub grade as per direction of Engineer-In-charge. | 73,700 | sqm | - | - |
| 6 | Construction of embankment with approved materials deposited at site from roadway / apron / taxiway etc. cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 Morth Specifications . | 6,225 | cum | - | - |
| 7 | Preparation of granular sub-base by providing close graded material, conforming to specifications mixing in a mechanical mix plant at OMC, carriage of mixed material by mechanical transport to work site, for all leads and lifts, spreading in uniform layers of specified thickness with mechanical means including neatly leveling & dressing on prepared surface and compacting with vibratory power roller to achieve the desired density, complete and as per direction of Engineer-in-charge. | 8,650 | cum | - | - |
| 8 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher/ Mechanical Grader in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per Technical specifications and directions of Engineer-In-charge. | 7,950 | cum | - | - |
| 9 | Providing and laying dry lean cement concrete with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not exceed 15:1, aggregate gradation after blending to be as per specification, OPC 43 grade cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 days, mixed in a batching plant as per mix design, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing etc complete as per specification and direction of the Engineer-In-charge.. | 9,000 | cum | - | - |
| 10Providing and laying Pavement Quality Concrete (PQC) produced in a batching and mixing plant having a Characteristic flexural strength i.e. flexural strength of 4.1 MPa at 28 days using Ordinary Portland cement of 43/53 grade or Portland Pozzolana Cement or Portland Slag cement conforming as per relevant IS codes, to be mixed at Site, with 0.5% Super plasticizer by mass of cementitious material, fine aggregate, Graded stone aggregates of 40 mm nominal size in appropriate proportion as per Specification and job mix formula, laid in panels as per drawings/design as approved by the Engineer-In-Charge using Slip Form Paver including anti friction layer, joint filler board, making necessary provision for expansion, dummy and Construction joint including filling with Polysulphide sealant of approved make, curing and making profile, complete as per direction of Engineer-in-Charge and Techanical specifications. The item for execution shall include all operations making pavement for intended use but not limited to following: i. Polyethylene sheet (White in color) of thickness 400 micron conforming to IS: 2508 with 6mm thick fine sand layer. ii. Providing and laying in position for expansion joint, 25mm thick pre-cut Synthetic joint filler board of approved make conforming to IS:1838(part 3)-2011, 45 mm from top (to be removed at the time of filling of Polysulphide sealant). iii. Mechanically cutting dummy joints 3mm wide x 1/3rd thickness of slab which is subsequently widened to 10mm for the top 25mm depth and construction joints 10mm wide x 25mm deep as per specification. | |||||
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