New and Renewable Energy Boards / Undertakings / PSU Closing in 19 days TDR #57460566

Tender For Treatment Of Slope Stability Measures On Upstream Side Of Tehri Dam Below Left Bank Shaft Spillway.

Issued by Boards / Undertakings / PSU · Tehri Garhwal, Uttarakhand
Tender Value
3.50 Crore
Estimated cost
Bid Submission
02 Oct 2026
19 days left
EMD
7.02 Lakhs
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Tehri Garhwal → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Treatment Of Slope Stability Measures On Upstream Side Of Tehri Dam Below Left Bank Shaft Spillway.

BOQ

Name of Work:- Treatment of Slope Stability Measures on Upstream side of Tehri Dam below Left Bank Shaft Spillway.
Sl. No. Item Description
1Earth 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. (Ordinary Rock)
2Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. complete as per directions and approval of Engineer-in-charge.
3Application of 150 mm Shotcrete M-25 in two layers 75mm each sandwiched with chain link fabric 50mmx50mm size including supply all material for shotcrete (Inclusive for rebound) and excluding the cost of chain link fabric, labour T&P etc for proper completion of the work as per drawing, Technical specification and the direction of Engineer-in-charge.
4Supply and installation of G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required for proper completion of the work as per drawings, Technical specifications and the direction of Engineer-in-charge, Made of G.I. wire of dia 2.7 mm with zinc coating 240g/sqm.
5Supply and installation of self driven hollow rock anchors of 38 mmm outer dia having the yield strength of 400KN i/c 200*200*10 mm base plate & all cost material, labour and T&P required in hilly slopes for length inside the rock profile but cost of cement grouting shall be paid separately. (With Drilling)
6Supply and installation of self driven hollow rock anchors of 38 mmm outer dia having the yield strength of 400KN i/c all cost material, labour and T&P required in hilly slopes for length outside the rock profile but cost of cement grouting shall be paid separately.(Without Drilling)
7Cement grouting in SDA on pressure as per D&E deptt. Including all Materials, Labour and T&P required for proper completion of work.
8Horizontal Drainage Boring methods on the types of Sandy Soil / Cohesive Soil and drilling length including cost of all materials, machinery, labour and all other ancillary operations etc. (Nominal Diameter of drilling pipe- 90 mm). (Nominal Diameter of drilling pipe- 90 mm) for length of 16.7 m.
9Supply and fixing of 76 mm Dia Perforated MS Pipe as per quotation.
10Providing and fixing gun metal non- return valve of approved quality (screwed end) : 80 mm nominal bore Horizontal
11Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases of columns, etc. for mass concrete.
12Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland/ Portland Slag cement including laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M20 grade with minimum cement content of 270 kg /cum. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57460566
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 3.50 Crore
LAST DATE 02-10-2026
Authority
Authority Name Tehri Hydro Development Corporation Limited
Work Description Tender for Treatment Of Slope Stability Measures On Upstream Side Of Tehri Dam Below Left Bank Shaft Spillway.
Basic Detail
Tender No THDC/RKSH/PROC/Open/2026-27/36
Bidding Type Tender
Location
City Tehri Garhwal
State Uttarakhand
Key Dates
Publish Date 11 Sep 2026
Submission Date 02 Oct 2026
Open Date 05 Oct 2026
Finance
Tender Value 3.50 Crore
Tender Fee 2950
EMD 7.02 Lakhs
Exemption Not Available
Document List
20f53370-0ef8-479a-a07c-09d99e076c86.html
BOQ_972733.xls
nit36.pdf
Tendernotice_1 (10).pdf

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Tender Timeline

Sep 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 02, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 19 days
Oct 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 22 days

Tender Documents

Download All (ZIP) ↓
html

20f53370-0ef8-479a-a07c-09d99e076c86.html

xls

BOQ_972733.xls

pdf

nit36.pdf

pdf

Tendernotice_1 (10).pdf

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