The WRD Assam has published a tender for "M and R to Construction of embankment along L/B of river Dhansiri at Lurukihat and Mitham Chapori for the year 2025-26." on the 21 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.
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In Nagaon district, Assam, a total of 99 Embankment Maintenance tenders have been published, with 1 tenders released last month.
| Tender Title | M and R to Construction of embankment along L/B of river Dhansiri at Lurukihat and Mitham Chapori for the year 2025-26. |
|---|---|
| Tender Description | earth work in embankment by mechanical means by truck carriage 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 4 cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500 m distance, etc. complete as directed.a. compaction with three wheel static roller of 80-100 kn capacityfor initial lead up to 1.00 km for all lifts.(distance=1.00km) supply of geo-textile tube (mega containers) with minimum properties as mentioned below polymer : pp of 400 gsm or above tube circumference = 10m + 5% (m) fill port (diameter) = 30 to 45 cm tensile strength (md) ≥ 100 kn/m tensile strength (cd) ≥ 100 kn/m elongation – md ≤ 25% aos ≤ 0.180 mm permittivity ≥ 0.40 s-1 length = 25 m |
| Comments | earth work in embankment by mechanical means by truck carriage 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 4 cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500 m distance, etc. complete as directed.a. compaction with three wheel static roller of 80-100 kn capacityfor initial lead up to 1.00 km for all lifts.(distance=1.00km) supply of geo-textile tube (mega containers) with minimum properties as mentioned below polymer : pp of 400 gsm or above tube circumference = 10m + 5% (m) fill port (diameter) = 30 to 45 cm tensile strength (md) ≥ 100 kn/m tensile strength (cd) ≥ 100 kn/m elongation – md ≤ 25% aos ≤ 0.180 mm permittivity ≥ 0.40 s-1 length = 25 m |
| Published Date | |
|---|---|
| Due Date | 30 Jan 2026 00:00:00 |
| Estimated Value | 10.89 Crore |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |