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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.0 CrAccepted-AOC 9 PPCL COLONY UDAY VIHAR HARIDWAR BYPASS DEHRADUN UTTARAKHAND | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹45.0 Cr | L1 | Accepted-AOC Lowest L1 Bidder. |
| 2 | L2₹49.4 Cr+₹4.5 Cr (9.95%)Rejected-Finance 201 2ND FLOOR IRIS TECH PARK SECTOR 48 SOHNA ROAD GURGAON 122018 HARYANA | GURUGRAM | HARYANA | 122018 | ₹49.4 Cr+₹4.5 Cr (9.95%) | L2 | Rejected-Finance More than L1 bidder |
| 3 | L3₹50.7 Cr+₹5.7 Cr (12.7%)Rejected-Finance IIIRD B2 FLAT NO 8 IIND FLOOR NEHRU NAGAR GZB 201001 U P | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | ₹50.7 Cr+₹5.7 Cr (12.7%) | L3 | Rejected-Finance More than L1 bidder |
| 4 | L4₹53.7 Cr+₹8.7 Cr (19.4%)Rejected-Finance L 87 STREET NO 7C MAHIPALPUR EXTENSION NEW DELHI 110037 | NEW DELHI | NEW DELHI | DELHI | 110037 | ₹53.7 Cr+₹8.7 Cr (19.4%) | L4 | Rejected-Finance More than L1 bidder |
| 5 | L5₹56.4 Cr+₹11.5 Cr (25.5%)Rejected-Finance PREMISES NO 02 0517 PLOT NO AAIIB 330 ACTION AREA IIB NEWTOWN NORTH 24 PGNS KOLKATA 700157 | 24 PARAGANAS NORTH | WEST BENGAL | 700157 | ₹56.4 Cr+₹11.5 Cr (25.5%) | L5 | Rejected-Finance More than L1 bidder |
| Sl No | Description | Qty | Unit | NSC Projects Pvt. Ltd. L4 | KALUWALA CONSTRUCTION PRIVATE LIMITED L2 | Hardayal Constructions and Projects LLP L6 | MACKINTOSH BURN LIMITED L7 | Mukherjee Associates Infra Private Limited L5 | Mayasheel Ventures Limited L3 | Bharat Constructions (India) Pvt. Ltd. L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator of 0.9 cum bucket capacity) in all kinds of soil including all types of rocks excluding hard rock over areas including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, transporting and unloading to the embankment/filling location within all lifts and lead upto 1000m.
(Note: The quoted rate of the item shall be all inclusive irrespective of position of ground water table or natural moisture content of soil)
(As per MoRTH specifications) | 6,130 | Cum | 80 ₹4,90,400 | 90 ₹5,51,700 | 130 ₹7,96,900 | 57.7 ₹3,53,701 | 150 ₹9,19,500 | 166 ₹10,17,580 | 39.17 ₹2,40,112.1 Lowest |
| 2.00 | Supplying and filling bed bisali (,locally available earth) obtained from river shore/bed in embankment or depressions in layers not exceeding 20cm (loose) in depth (or any thickness as approved by the Engineer-in-charge in case vibratory roller / soil compactor is used) including breaking clods, watering consolidating each layer with power road roller 8-10 tonnes weight or vibratory roller / soil compactor of adequate capacity under optimum moisture content condition to give at least 98% of the maximum laboratory dry density (modified proctor density) as per IS code 2720 (part VIII) complete including leveling fine dressing to the required grade, camber and slope complete as per MORTH specifications and as directed by the Engineer-in-charge with all leads and lifts (The item includes cost of work, payment of necessary royalty, carriage of moorum / suitable earth upto work site for all leads and lifts involved from all sources acquired or arranged by the contractor. Payment to be made compacted quantity only). | 1,85,240 | Cum | 549.45 ₹10,17,80,118 | 500 ₹9,26,20,000 | 650 ₹12,04,06,000 | 650 ₹12,04,06,000 | 350 ₹6,48,34,000 | 333 ₹6,16,84,920 Lowest | 681.7 ₹12,62,78,108 |
| 3.00 | 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. (As per MoRTH specifications) | 15,230 | Cum | 2,400 ₹3,65,52,000 | 1,440 ₹2,19,31,200 | 1,500 ₹2,28,45,000 | 2,127.65 ₹3,24,04,109.5 | 1,800 ₹2,74,14,000 | 1,885 ₹2,87,08,550 | 1,425.26 ₹2,17,06,709.8 Lowest |
| 4.00 | 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 mechanical mix plant, carriage of mixed material by mechanical transport to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher 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 specifications and directions of Engineer-in-Charge. (As per MoRTH specifications) | 15,230 | Cum | 2,599 ₹3,95,82,770 | 1,740 ₹2,65,00,200 | 1,600 ₹2,43,68,000 | 2,720 ₹4,14,25,600 | 2,000 ₹3,04,60,000 | 2,052 ₹3,12,51,960 | 1,312.8 ₹1,99,93,944 Lowest |
| 5.00 | Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding26.5 mm, aggregate cement ratio not exceed 15:1, aggregate gradation after blending to be as per specification, 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 direction of the Engineer- in-Charge. | 14,350 | Cum | 3,708 ₹5,32,09,800 | 3,800 ₹5,45,30,000 | 3,400 ₹4,87,90,000 | 4,100 ₹5,88,35,000 | 4,000 ₹5,74,00,000 | 3,937 ₹5,64,95,950 | 2,845.88 ₹4,08,38,378 Lowest |
| 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 : (a) 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size) | 335 | Cum | 4,816 ₹16,13,360 | 4,610 ₹15,44,350 | 4,500 ₹15,07,500 Lowest | 5,645 ₹18,91,075 | 5,000 ₹16,75,000 | 4,935 ₹16,53,225 | 5,415.8 ₹18,14,293 |
| 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 : 1:4:8 (1 cement : 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size). | 265 | Cum | 4,440 ₹11,76,600 | 4,200 ₹11,13,000 | 4,200 ₹11,13,000 | 5,420 ₹14,36,300 | 4,800 ₹12,72,000 | 4,741 ₹12,56,365 | 4,090.65 ₹10,84,022.25 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns | 935 | Sqm | 450 ₹4,20,750 | 300 ₹2,80,500 | 500 ₹4,67,500 | 309 ₹2,88,915 | 350 ₹3,27,250 | 333 ₹3,11,355 | 242.03 ₹2,26,298.05 Lowest |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 4,890 | Sqm | 380 ₹18,58,200 | 350 ₹17,11,500 | 500 ₹24,45,000 | 550 ₹26,89,500 | 450 ₹22,00,500 | 333 ₹16,28,370 Lowest | 594.46 ₹29,06,909.4 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for : (a) Suspended floors, roofs, landings, balconies and access platform. | 150 | Sqm | 400 ₹60,000 | 700 ₹1,05,000 | 500 ₹75,000 | 692 ₹1,03,800 | 550 ₹82,500 | 333 ₹49,950 Lowest | 533.89 ₹80,083.5 |
Tender Value
₹61.9 Cr
EMD Value
₹1.9 Cr
Closing Date
10 Jul 2025, 6:00 pmClosed
SM(Engg.-C)
O/o ED(Engg)-ER, Airports Authority of India, CHQ, Safdarjung Airport, New Delhi-110003
Development of New Civil Enclave at Bagdogra Airport. SH - Construction of Apron, Link Taxiways and Airside Infrastructure (Phase-I)
2025_AAI_237575_1
AAI/CHQ/E(C)-ER/Bag/Apron-I
Open Tender
Construction Works
Item Rate
450 days
Bagdogra Airport
As per Tender Document
21 documents required · 21 mandatory
₹11,800
₹1.9 Cr
8 Jan 2026
5 Jun 2025
16 Jul 2025
6 Jun 2025
10 Jul 2025
6 Jun 2025
6 Jun 2025 - 18 Jun 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator of 0.9 cum bucket capacity) in all kinds of soil including all types of rocks excluding hard rock over areas including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, transporting and unloading to the embankment/filling location within all lifts and lead upto 1000m.
(Note: The quoted rate of the item shall be all inclusive irrespective of position of ground water table or natural moisture content of soil)
(As per MoRTH specifications) | - | Cum | 1 | - |
| 2 | Supplying and filling bed bisali (,locally available earth) obtained from river shore/bed in embankment or depressions in layers not exceeding 20cm (loose) in depth (or any thickness as approved by the Engineer-in-charge in case vibratory roller / soil compactor is used) including breaking clods, watering consolidating each layer with power road roller 8-10 tonnes weight or vibratory roller / soil compactor of adequate capacity under optimum moisture content condition to give at least 98% of the maximum laboratory dry density (modified proctor density) as per IS code 2720 (part VIII) complete including leveling fine dressing to the required grade, camber and slope complete as per MORTH specifications and as directed by the Engineer-in-charge with all leads and lifts (The item includes cost of work, payment of necessary royalty, carriage of moorum / suitable earth upto work site for all leads and lifts involved from all sources acquired or arranged by the contractor. Payment to be made compacted quantity only). | 0.29 | Cum | 1 | ₹0.29 |
| 3 | 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. (As per MoRTH specifications) | - | Cum | 1 | - |
| 4 | 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 mechanical mix plant, carriage of mixed material by mechanical transport to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher 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 specifications and directions of Engineer-in-Charge. (As per MoRTH specifications) | - | Cum | 1 | - |
| 5 | Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding26.5 mm, aggregate cement ratio not exceed 15:1, aggregate gradation after blending to be as per specification, 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 direction of the Engineer- in-Charge. | - | Cum | 1 | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size) | - | Cum | 1 | - |
| 7 | 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): 8 graded stone aggregate 40 mm nominal size). | - | Cum | 1 | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns | - | Sqm | 1 | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | Sqm | 1 | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : (a) Suspended floors, roofs, landings, balconies and access platform. | - | Sqm | 1 | - |
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