The Jammu Kashmir Irrigation Flood Control Department has published a tender for "Strengthening and clearance of silt-mulba from Dhanna canal syphon of MRC Rd 11265-11385m of Main Ravi canal." on the 27 Jan 2026. This tender belongs to Canal Desilting category. This tender is published in Kathua, Jammu and Kashmir location. The vendors interested in this tender and related Canal Desilting 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: all civil works Tenders | canal Tenders | desilting or silt clearance of canal Tenders
Related categories: Canal Lining Tenders | Embankment Maintenance Tenders | Canal Gates Fabrication Tenders |
Jammu and Kashmir has published 418 tenders in Canal Desilting in the last financial year.
Out of these, 13 were published last month.
| Tender Title | Strengthening and clearance of silt-mulba from Dhanna canal syphon of MRC Rd 11265-11385m of Main Ravi canal. |
|---|---|
| Tender Description | pumping out water caused by continuous seepage broken mains or water drains,the like (pump having capacity4000ltr/hrs) silt clearance from canals inclusive initial lead and lift(50m and 1.5m respectively)(100% wet) extra for every additional lift of 1.5m or part thereof in excavation /banking excavated or stacked material (all kind of soil)(2no lift) carriage of silt /mulba av. distance of 100m by head load dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of to the dumping ground within 50 meters lead shotcreting r.c.c. coloumns,beams and slab etc. in layerswit approved design mix concrete having the specified minimum characteristics compressive strength (with ordinary portland cement ,coarse sand and graded stone aggregates 10mm maximum size in portion as per design certeria) 75mm thick in grade m25 with cement content not less than 330kg per 18 mm plastering upto 10 m height above ground level with terrazzo fi |
| Comments | pumping out water caused by continuous seepage broken mains or water drains,the like (pump having capacity4000ltr/hrs) silt clearance from canals inclusive initial lead and lift(50m and 1.5m respectively)(100% wet) extra for every additional lift of 1.5m or part thereof in excavation /banking excavated or stacked material (all kind of soil)(2no lift) carriage of silt /mulba av. distance of 100m by head load dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of to the dumping ground within 50 meters lead shotcreting r.c.c. coloumns,beams and slab etc. in layerswit approved design mix concrete having the specified minimum characteristics compressive strength (with ordinary portland cement ,coarse sand and graded stone aggregates 10mm maximum size in portion as per design certeria) 75mm thick in grade m25 with cement content not less than 330kg per 18 mm plastering upto 10 m height above ground level with terrazzo fi |
| Published Date | |
|---|---|
| Due Date | 03 Feb 2026 00:00:00 |
| Estimated Value | 0.0 |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |