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| Tender ID | 2937092 |
|---|---|
| Organisation Name | Airports Authority Of India |
| Tender Brief | Corrigendum : Construction Of Parallel Taxi Track (ptt) And Rapid Exit Taxi Way (ret) At B M Airport, Ranchi. |
| Last Date For Submission | 12th Mar, 2026 |
| Opening Date | 17 Mar, 2026 |
| Document Cost | 11800.00 |
|---|---|
| EMD | 32393387.00 |
| Estimated Cost | 1079800000.00 |
| City | Delhi |
|---|---|
| State | Delhi |
| # | Item | Qty | 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 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) | 101970.00 | 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) | 25500.00 | 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. | 41250.00 | 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. | 6520.00 | 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) | 120950.00 | Cum |
6 Days Left