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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.6 CrAdmitted-Finance 19 PARKDRIVE MALIBU TOWN SECTOR 47 SOHNA ROAD GURGAON HARYANA 122001 | GURGAON | GURGAON | HARYANA | 122001 | ₹82.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹90.4 Cr+₹7.8 Cr (9.39%)Admitted-Finance | ₹90.4 Cr+₹7.8 Cr (9.39%) | L2 | Admitted-Finance |
| 3 | L3₹96.4 Cr+₹13.8 Cr (16.7%)Admitted-Finance L 87 STREET NO 7C MAHIPALPUR EXTENSION NEW DELHI 110037 | NEW DELHI | NEW DELHI | DELHI | 110037 | ₹96.4 Cr+₹13.8 Cr (16.7%) | L3 | Admitted-Finance |
| 4 | L4₹99.9 Cr+₹17.3 Cr (20.9%)Admitted-Finance | ₹99.9 Cr+₹17.3 Cr (20.9%) | L4 | Admitted-Finance |
| 5 | L5₹99.9 Cr+₹17.3 Cr (21.0%)Admitted-Finance 2ND FLOOR ASHOKA HOUSE ASHOKA MARG ASHOKA NAGAR NASHIK MAHARASHTRA 422011 | NASHIK | MAHARASHTRA | 422011 | ₹99.9 Cr+₹17.3 Cr (21.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VISHAL INFRASTRUCTURE LTD L4 | M/s. ASHOKA BUILDCON LTD L5 | NSC Projects Pvt. Ltd. L3 | Gawar Construction Limited L1 | NIRMAL BUILDINFRA PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|---|---|
| 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 for all lifts and leads within airport premises.
(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) | 1,01,970 | Cum | 69 ₹70,35,930 | 100 ₹1,01,97,000 | 90 ₹91,77,300 | 40 ₹40,78,800 Lowest | 80 ₹81,57,600 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator of 0.9 cum bucket capacity with Jack hammer) in hard rock (blasting prohibited) 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 for all lifts and lead within airport premises.
(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) | 25,500 | Cum | 300 ₹76,50,000 | 440 ₹1,12,20,000 | 351 ₹89,50,500 | 179 ₹45,64,500 Lowest | 322 ₹82,11,000 |
| 3.00 | Earth work in excavation 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 section, and transporting to the embankment/filling location within all lifts and leads within airport premises including construction of embankment with excavated earth at locations by spreading soil in layer not excading 20 cm in loose including breaking chods, watering and consolidating each layer with 8 to 10 tome capacity vibratory roller to achieve min. 95% relative compaction (field density), required slope as per MoRTH specifications and direction and satisfaction of Engg-in-charge. | 41,250 | Cum | 77 ₹31,76,250 | 185 ₹76,31,250 | 160 ₹66,00,000 | 70 ₹28,87,500 Lowest | 80 ₹33,00,000 |
| 4.00 | 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 upto 50m and for all lifts. | 6,520 | Cum | 44 ₹2,86,880 Lowest | 125 ₹8,15,000 | 60 ₹3,91,200 | 150 ₹9,78,000 | 149 ₹9,71,480 |
| 5.00 | Construction of embankment with available excavated earth/ordinary rock in layers not exceeding 20cm in depth, breaking clods, watering , rolling each layer with earth compactor/vibratory roller of minimum 8-12 tonne capacity including levelling to the required grade and camber, dressing etc in embankments to achieve desired density as per the direction of the Engineer-in-Charge.
a) All kinds of Soil including ordinary rock.
(As per MoRTH Specifications table 300-2) | 1,20,950 | Cum | 44 ₹53,21,800 | 85 ₹1,02,80,750 | 60 ₹72,57,000 | 100 ₹1,20,95,000 | 25 ₹30,23,750 Lowest |
| 6.00 | Construction of embankment by loading,transporting and unloading available excavated earth/ordinary rock to the embankment/filling location for all lifts and leads within airport premises, in layers not exceeding 20cm in depth, breaking clods, watering , rolling each layer with earth compactor/vibratory roller of minimum 8-12 tonne capacity including levelling to the required grade and camber, dressing etc in embankments to achieve desired density as per the direction of the Engineer-in-Charge.
a) All kinds of Soil including ordinary rock.
(As per MoRTH Specifications table 300-2) | 13,200 | Cum | 44 ₹5,80,800 | 85 ₹11,22,000 | 100 ₹13,20,000 | 40 ₹5,28,000 Lowest | 40 ₹5,28,000 Lowest |
| 7.00 | Supplying and laying Moorum in layers of 20cm finished depth, breaking clods/ over size material, removal of stumps/roots and the like & watering, grading/levelling each layer with dozers/grader and rolling every layer with vibratory roller/ earth compactor of minimum 8-12 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 upto work site for all leads and lifts involved. The work to be carried out as per MoRTH specifications. Payment to be made for compacted quantity only).
(As per MoRTH Specifications) | 83,790 | Cum | 887 ₹7,43,21,730 | 625 ₹5,23,68,750 | 644 ₹5,39,60,760 | 850 ₹7,12,21,500 | 594 ₹4,97,71,260 Lowest |
| 8.00 | Prepartion and consolidation of sub grade with power road roller/Vibratory road roller of 8 to 12 tonne capacity, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade. | 1,39,640 | Sqm | 6 ₹8,37,840 | 9 ₹12,56,760 | 8 ₹11,17,120 | 12 ₹16,75,680 | 5 ₹6,98,200 Lowest |
| 9.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 2,560 | Cum | 1,095 ₹28,03,200 Lowest | 1,500 ₹38,40,000 | 1,481 ₹37,91,360 | 1,500 ₹38,40,000 | 1,485 ₹38,01,600 |
| 10.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 1,280 | Cum | 5,165 ₹66,11,200 | 3,500 ₹44,80,000 Lowest | 4,364 ₹55,85,920 | 4,000 ₹51,20,000 | 5,445 ₹69,69,600 |
Tender Value
₹108.0 Cr
EMD Value
₹3.2 Cr
Closing Date
12 Mar 2026, 6:00 pmClosed
SM(Engg.-Civil)-ER
O/o ED (Engg.)-ER, 2nd Floor, Old R. D. Building, Safdarjung Airport, New Delhi - 110003
Construction of Parallel Taxi Track (PTT) and Rapid Exit Taxi way (RET) at B M Airport, Ranchi.
2026_AAI_263296_1
AAI/CHQ/EDEngg-ER/Ranchi/2026
Open Tender
Construction Works
Item Rate
365 days
Ranchi Airport
As per Tender Document.
22 documents required · 22 mandatory
₹11,800
₹3.2 Cr
Rajiv Gandhi Bhawan, New Delhi-03
8 Jun 2026
17 Jan 2026
17 Mar 2026
17 Jan 2026
12 Mar 2026
17 Jan 2026
17 Jan 2026 - 28 Jan 2026
27 Jan 2026
| 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 for all lifts and leads within airport premises.
(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) | 1,01,970 | Cum | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator of 0.9 cum bucket capacity with Jack hammer) in hard rock (blasting prohibited) 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 for all lifts and lead within airport premises.
(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) | 25,500 | Cum | - | - |
| 3 | Earth work in excavation 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 section, and transporting to the embankment/filling location within all lifts and leads within airport premises including construction of embankment with excavated earth at locations by spreading soil in layer not excading 20 cm in loose including breaking chods, watering and consolidating each layer with 8 to 10 tome capacity vibratory roller to achieve min. 95% relative compaction (field density), required slope as per MoRTH specifications and direction and satisfaction of Engg-in-charge. | 41,250 | Cum | - | - |
| 4 | 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 upto 50m and for all lifts. | 6,520 | Cum | - | - |
| 5 | Construction of embankment with available excavated earth/ordinary rock in layers not exceeding 20cm in depth, breaking clods, watering , rolling each layer with earth compactor/vibratory roller of minimum 8-12 tonne capacity including levelling to the required grade and camber, dressing etc in embankments to achieve desired density as per the direction of the Engineer-in-Charge.
a) All kinds of Soil including ordinary rock.
(As per MoRTH Specifications table 300-2) | 1,20,950 | Cum | - | - |
| 6 | Construction of embankment by loading,transporting and unloading available excavated earth/ordinary rock to the embankment/filling location for all lifts and leads within airport premises, in layers not exceeding 20cm in depth, breaking clods, watering , rolling each layer with earth compactor/vibratory roller of minimum 8-12 tonne capacity including levelling to the required grade and camber, dressing etc in embankments to achieve desired density as per the direction of the Engineer-in-Charge.
a) All kinds of Soil including ordinary rock.
(As per MoRTH Specifications table 300-2) | 13,200 | Cum | - | - |
| 7 | Supplying and laying Moorum in layers of 20cm finished depth, breaking clods/ over size material, removal of stumps/roots and the like & watering, grading/levelling each layer with dozers/grader and rolling every layer with vibratory roller/ earth compactor of minimum 8-12 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 upto work site for all leads and lifts involved. The work to be carried out as per MoRTH specifications. Payment to be made for compacted quantity only).
(As per MoRTH Specifications) | 83,790 | Cum | - | - |
| 8 | Prepartion and consolidation of sub grade with power road roller/Vibratory road roller of 8 to 12 tonne capacity, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade. | 1,39,640 | Sqm | - | - |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 2,560 | Cum | - | - |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 1,280 | Cum | - | - |
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