Tender For Flood Protection Works Of Damaged Portions Due To Flash Flood Incident On 5Th August, 2025 On Left Banks Of The Tel Gaad And The River Bhagirathi Near Harshil Village, Block Bhatwari, District Uttarkashi (Reach 0.00 To 460.00 Mtr L.H.S)
Tender Value
65.57 Crore
Estimated cost
Bid Submission
12 Nov 2026
2 days left
EMD
90.60 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Uttar Kashi → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Flood Protection Works Of Damaged Portions Due To Flash Flood Incident On 5Th August, 2025 On Left Banks Of The Tel Gaad And The River Bhagirathi Near Harshil Village, Block Bhatwari, District Uttarkashi (Reach 0.00 To 460.00 Mtr L.H.S)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Oct-2026 | Date Extension | Date | 12-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in Soil with Dozer with lead upto 100 Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections |
| 2 | Excavation in Ordinary Rock with Dozer with lead upto 100 mExcavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. |
| 3 | Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.) |
| 4 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) (M15 Grade) |
| 5 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) (M25 Grade) |
| 6 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 7 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. By granular fill (available material) |
| 8 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 9 | Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.) |
| 10 | Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 Steel Section |
| 11 | Geotextile Filter (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.) |
| 12 | Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 |
| 13 | Supply and Installation of double corrosion-protected multi strand prestressed cable anchors with Initial prestress load of minimum 1094 kN (with 6 nos of 15.2 mm dia strands with breaking load per monio strand of minimum 260.7 kN) and drill hole dia of 150 mm with full length grouting in two phases (grout length for Prestress = 30%), protective sheath for exposed part above the anchor head, centrallizers, including all ancillary items for anchoring, grouting and stressing on the slope surface along with casing (if required) for drilling in collapsible starta as per detailed technical specificationsand as directed by EIC. |
| 14 | Design, Supply and installation of Debris Flow Barrier with double mesh i.e high tensile wire mesh or high tensile roll cable net with posts having Impact absorption energy of the system must be minimum of 180 KN/SQM in dynamic loading conditions and as per drawings, Technical Specifications and the direction of Engineer-in-charge. Material used for manufacturing the Debris Flow Barrier should be equivalent to the material used in ETAG certified mesh of high tensile steel not less than 1770N/mm2. (Equivalent or Higher System will be technically evaluated by IIT) |
| 15 | Supply and Installation of Self Drilling Anchors of 38mm diameter, Yield load minimum 400 kN, nut, washer plate, coupler for connecting bars, drill bit and full length grouting with admixture including all ancillary items for foundation anchoring etc. complete as per technical specifications and as directed by Engineer-In-Charge. |
| 16 | Removal of boulders from centre of Bhagirathi River and Tel Gad and shifting at sides at Vulnerable reaches for making clear waterway (For 1.5km stretch) |
| 17 | Supply, installation and data access of GSM based self-powered automatic rockfall monitoring system for rockfall protection, comprising of minimum 3 devices per barrier , capable of real time rockfall impact alert on at least 3 mobile numbers and 24x7 dashboard access to one official user provided by owner. Dashboard should display real time data of dynamic impact acceleration, static load, corrosion current, humidity, orientation and temperature. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 12, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysNov 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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