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NTID 45537752
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💬 Talk to Our Bidding ExpertConstruction Of Runway Taxiwa in Valmikinagar - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Runway Taxiwa" in Valmikinagar, India.
Airports Authority of India
Valmikinagar, Bihar, India
NTID 45537752
- Opening Date : Mon 13th July, 2026
- Closing Date : Tue 7th July, 2026
- ₹ 331900000.00
- NTID 45537752
Key Values: Document Cost: 5900.00 | EMD: 9960000.00 | Estimated Cost: 331900000.00
Tender Description
Construction Of Runway, Taxiway, Apron, Perimeter Road, Gse Area, Vehicular Lane, Emergency Access Road, Resa, Runway Basic Strip And Other Associated Works At Valmiki Nagar Airport.
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
9960000.00 -
Document Cost
5900.00 -
Estimated Cost
331900000.00
BOQ Items Total Items : 68 | Total Qty : 417938
| # | Item | Quantity | Units |
|---|---|---|---|
| 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) | 56386.00 | Cum |
| 2 | Construction of embankment with available excavated earth deposited at site from other locations with spreading, neatly leveling/ grading to required slope 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 as per direction of Engineer-in-Charge. | 53728.00 | Cum |
| 3 | Providing and laying graded granular material (moorum) in layers not exceeding 20cm (loose) in thickness (each layer) and as directed by the Engineer-in charge. Breaking clods, watering, consolidating each layers with power road roller 8-10 tonne, under optimum moisture content to give density not less than that specified of the maximum modified standard proctor density at OMC including levelling, fine dressing to the required camber, grade and slope etc complete. Material of soaked CBR greater than 8% (payment to be made for the compacted quantity only). (As per MoRTH specifications) | 16800.00 | Cum |
| 4 | 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) | 8076.00 | Cum |
| 5 | 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 tipper 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) | 8533.00 | Cum |
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