The WRD Assam has published a tender for "Restoration of damaged embankment from Kheronighat to Goroimari during the 2022 flood from chainage 2160.00m to 6210.00m on L/B of river Kopili in West Karbi Anglong District." on the 30 Jan 2026. This tender belongs to Embankment Maintenance category. This tender is published in Nagaon, Assam location. The vendors interested in this tender and related Embankment Maintenance tenders can obtain further details by exploring Tendersniper web portal. Tendersniper sends regular tender alerts by email specifically addressing the user requirements (i.e., keywords, location and value range). Government business is a growing area of opportunity. The businesses are encouraged to actively monitor tender opportunities and participate in them to grow their business.
Related alert: dike embankment work Tenders | all civil works Tenders | chute installation Tenders
Related categories: Canal Lining Tenders | Embankment Maintenance Tenders | Canal Gates Fabrication Tenders |
Around 4449 tenders were floated in Assam in the past month with major spending on road construction Tenders, vehicle spares Tenders, road relaying Tenders
| Tender Title | Restoration of damaged embankment from Kheronighat to Goroimari during the 2022 flood from chainage 2160.00m to 6210.00m on L/B of river Kopili in West Karbi Anglong District. |
|---|---|
| Tender Description | 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. filling of geotubes (25m long and 10m circumference) with sand volume of 176 by using mud pump not below the fill 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 |
| Comments | 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. filling of geotubes (25m long and 10m circumference) with sand volume of 176 by using mud pump not below the fill 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 |
| Published Date | |
|---|---|
| Due Date | 06 Feb 2026 00:00:00 |
| Estimated Value | 2.3 Crore |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |