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NTID 42596736
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💬 Talk to Our Bidding ExpertConstruction Of Embankment On in Guwahati - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Embankment On " in Guwahati, India.
- Opening Date : Sat 15th November, 2025
- Closing Date : Sat 15th November, 2025
- ₹ 44607513.00
- NTID 42596736
Tender Description
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
892150.00 -
Document Cost
9000.00 -
Estimated Cost
44607513.00
BOQ Items Total Items : 3 | Total Qty : 113976
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Supply of geo textile tube (Mega Container) with the minimum properties as mentioned below: - o Polymer: PP of 400 GSM or above o Tube Circumference: 10m + 5% o Fill Port (diameter): 30 to 45 cm o Tensile Strength (MD): 100 kN/m o Tensile Strength (CD): 100 kN/m o Elongation MD: 25% o AOS: 0.180 mm o Permittivity: 0.40 S-1 o Length: 25 m | 88 | Per Tube |
| 2 | FilIing of geo-tubes (25 m Iong and 10m circumference) with sand/silt of volume 176 cum by using mud pump not below the fiII height of 1.60m as per drawing and technical specifications, binding the tube with 9mm nylon rope to jati bamboo pegs of length 2m placed @ 5m c/c along both sides of the tube to keep the tube in position during filling, as specified and directed including all Ioading, unloading and handling charges and local carriage upto a distance of 250M, pumping slurry using mud pump from a distance upto 250 m, etc. including setting up of the tube laying platform, complete as directed. | 88 | Per Tube |
| 3 | Earth work in embankment by tractor trailer carriage by Mechanical means with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4cm cube, dressing as per design section and compaction with three wheel static roller of 80-100 KN capacity in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500m distance, etc. complete as directed. For initial Lead up to 1.00 Km for all lifts | 113800 | Cum. |
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