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Construction Of Apron For Park, Lakshadweep - Tender Details
Explore tender information for Construction Of Apron For Park in Lakshadweep, including eligibility, deadlines, and bid specifics.
Airports Authority of India
Lakshadweep, Lakshadweep, India
NTID 39436340
Opening Date : Wed 19th March, 2025- Closing Date : Fri 14th March, 2025
- ₹ 162287605.00
- NTID 39436340
Construction Of Apron For Parking 2 No. Atr-72 Type Of Aircraft And Connecting Road To Terminal Building At Agatti Airport
Key Values: Document Cost: 3540.00 | EMD: 4868628.00 | Estimated Cost: 162287605.00
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
4868628.00 -
Document Cost
3540.00 -
Estimated Cost
162287605.00
BOQ Items Total Items : 58 | Total Qty : 102603
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | CIVIL ITEMS ( 1 to 28 ) Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 18000 | SQM |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. 2.6.1 All kinds of soil | 4938 | CUM |
| 3 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge | 46 | CUM |
| 4 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m : | 712 | CUM |
| 5 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 14400 | SQM |
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