The NHPC Limited has published a tender for "PR11925/147/1-Protection of Right side of reservoir rim by providing concrete, wire crates and repairing of Right Bank Road at Dam site of Parbati-III Power Station" on the 17 Oct 2025. This tender belongs to Dam Restoration category. This tender is published in Kullu, Himachal Pradesh location. The vendors interested in this tender and related Dam Restoration 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: barrages or dams Tenders | all civil works Tenders | dam construction Tenders
Related categories: Penstock Epoxy Painting Tenders | Canal Lining Tenders | Canal Gates Fabrication Tenders |
In Kullu district, Himachal Pradesh, a total of 5 Dam Restoration tenders have been published, with
| Tender Title | PR11925/147/1-Protection of Right side of reservoir rim by providing concrete, wire crates and repairing of Right Bank Road at Dam site of Parbati-III Power Station |
|---|---|
| Tender Description | 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 lift upto 1.5 m , as directed by engineer-in-charge supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. geocomposite for planar drainage, realized by thermo bonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. the draining three dimensional core will have a “w” configuration as longitudinal parallel channels. minimum thickness to be 7.2mm, with two filtering uv stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (090) of 110 micron and tensile strength of 8.0 kn/m that will be working as separation or protec |
| Comments | 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 lift upto 1.5 m , as directed by engineer-in-charge supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. geocomposite for planar drainage, realized by thermo bonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. the draining three dimensional core will have a “w” configuration as longitudinal parallel channels. minimum thickness to be 7.2mm, with two filtering uv stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (090) of 110 micron and tensile strength of 8.0 kn/m that will be working as separation or protec |
| Published Date | |
|---|---|
| Due Date | 01 Nov 2025 00:00:00 |
| Estimated Value | 5.18 Crore |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |