Power Boards / Undertakings / PSU Closing in 12 days TDR #57517000

Tender For Construction Of Temporary Dyke To Facilitate The Repair Work Of Spillway Glacis And Other Works As Per Requirement At Tld-Iv Ps Kalijhora (Fy 2026-27).

Issued by Boards / Undertakings / PSU · Kalimpong, West Bengal
Tender Value
1.94 Crore
Estimated cost
Bid Submission
05 Oct 2026
12 days left
EMD
3.88 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kalimpong → West Bengal
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of Temporary Dyke To Facilitate The Repair Work Of Spillway Glacis And Other Works As Per Requirement At Tld-Iv Ps Kalijhora (Fy 2026-27).

BOQ

Name of Work:- Construction of temporary Dyke to facilitate the repair work of Spillway Glacis and other works as per requirement at TLD-IV PS Kalijhora (FY 2026-27).
Sl. No. Item Description
1Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc.as per profile including supply and transporting the earth by truckor tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile,levelling asper direction of the Engineer-in-charge with in a lead of, A)Beyond 500 metre and upto 1.00 km
2Compacting earth work in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges,hire charges of all materials,tools & plantsetc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level)
3Supply and fixing of HDPE GeoMembrane liner as perASTM specification having thickness 500 Microns includingstorage and transportation at site.
4Supplying empty gunny bags in good condition.
5Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carry in gand placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.
6Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C.pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 19.35.4 1000 mm dia RCC pipes. (Laying by manual/ machanical means)
7Supplying at site (9mmdia) polypropylene (PP) rope gabion (4-strand and mesh size 100mm x 100mm) as per specification, laying along sea/river side toe of embankment , closing and locking the gabions,inter locking the adjoining gabions, after placement of boulder inside, including cost of all materials (excluding boulder), labours,transportation to site by all means, all leads and lifts complete as per direction of the Engineer-in-charge.Gabio nof size 2m(L) x1m(W) x1m (H), with intermediate partition at every metre width.
8Supplyof Boulder above50-200mmincludingCP&OH charges.
9Carriage of Boulder for 25 Km
10Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100mm with tolerance of ±2%)Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selved ged with partitions at every 1 m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm,as per drawing,all complete as per direction of Engineer-in-charge.
11Casting of tetra pods with Ordinary Cement concrete (mix 1:1.5:3 )with graded stone chips (20mm nominal size river bazree) including shuttering made up of steel material and reinforcement cutting to requisite length,hookin gand bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
12Supply of Steel ropes, Ungalvanized steel core(Dia-12 mm, rope construction-6x19 m) steel wire rope.Man power for tying the Tetrapods shall be paid extra.
13Labour charges for tying per Tetrapods with steel wire ropes as per direction of EIC including cost of labour,D-shackle, nut bolts etc..
14Providing Excavator 0.9 to 1.05 Cum capacity (PC200) with hydraulic arrangement of tash removal bucket with crew members excluding fuel charges which shall be paid extra @14.42 litres/ hr for actual working hours.(Single shift working).
15Providing Light duty Tipper dumpers GVW- 9.6MT (load carrying capacity 3-5MT/6 cum)with crew mebers excluding fuel charges @ 9.7litres/hour for actual working hours(Single Shift Working).
16Extra for fuel charges @14.42 Litr/hr for item no. 10
17Structural stee lwork in single section, fixed with or without connecting plate, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer all complete (6mm thick steel sheets welded with 25mm diameter bars for anchoring shall be used for jacketing the dyke to provide protection against erosion during high river flow/discharge)
18Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, stringor lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills,fillets, sunken floor etc.,up to floor five level, excluding the cost of centering, shuttering and finishing: 4.2.2 1:1½:3 (1 cement :1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
19Centering and shuttering including strutting, proppingetc. And removal of form work for 4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57517000
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 1.94 Crore
LAST DATE 05-10-2026
Authority
Authority Name National Hydroelectric Power Corporation Limited
Work Description Tender for Construction Of Temporary Dyke To Facilitate The Repair Work Of Spillway Glacis And Other Works As Per Requirement At Tld-Iv Ps Kalijhora (Fy 2026-27).
Basic Detail
Tender No NH/TLD-IV PS/PNC/W-959/2026/2349
Bidding Type Tender
Location
City Kalimpong
State West Bengal
Key Dates
Publish Date 14 Sep 2026
Submission Date 05 Oct 2026
Open Date 08 Oct 2026
Finance
Tender Value 1.94 Crore
Tender Fee 1180
EMD 3.88 Lakhs
Exemption Available
Document List
BOQ_973148.xls
ef8d51ed-281a-4bb1-9859-826337e87e1b.html
NEWTDC.pdf
Tendernotice_1 (10).pdf

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Tender Timeline

Sep 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 12 days
Oct 08, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 15 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_973148.xls

html

ef8d51ed-281a-4bb1-9859-826337e87e1b.html

pdf

NEWTDC.pdf

pdf

Tendernotice_1 (10).pdf

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