Heavy Industries and Public Enterprises Boards / Undertakings / PSU Closing in 26 days TDR #57345739

Tender For Rehabilitation Of Concrete Structures Of Chimney-4 & 5 At Cpp

Issued by Boards / Undertakings / PSU · Anugul, Odisha
Tender Value
Ref. Documents
Estimated cost
Bid Submission
01 Oct 2026
26 days left
EMD
4.50 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Anugul → Odisha
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Rehabilitation Of Concrete Structures Of Chimney-4 & 5 At Cpp

BOQ

Name of Work:- REHABILITATION OF CONCRETE STRUCTURES OF CHIMNEY-4 & 5 AT CPP
Sl. No. Item Description
1Scaffolding/ Platform : The platform system for the entire work which will assist in repair, rehabilitation and inspection of the entire external surface area shall be designed suiting the job requirement including the wind velocity etc. with all safety requirements, and arranged by the agency. The system may consist of scaffolding, suspended platform system, cradles, temporary lifts or combination of such systems meant to give Safe access for inspection and Safe repair working of the entire surface area throughout all heights of Chimney(From Zero mtr to 220 mtr). The rate is inclusive of providing design and drawing after getting approval from government agencies (like IIT, NIT, Universities etc,). The rate is also inclusive of providing and removal of the moving platforms after completion of work. 90% of the rate shall be paid upon installation and testing of the system by competent person/agency. 10% of the rate shall be paid after removing the moving platforms upon completion of work. (Payment shall be made against the 90% amount, on pro rate basis for installation of the system partly as per the requirement of the site for repair/painting at/up to any particular height).
2Chipping/Removing of concrete :Removing/ chipping upto average 40mm depth, 500mm on either side of horizontal & vertical cracks of chimney stack and cleaning of existing loose concrete carefully by manual or low impact frequency hammer without damaging the existing concrete including cleaning the surfaces by compressed air jet, wire brushes etc complete. The debris will be disposed upto lead of 500m. The entire surface will be checked by light hammering (using 1 Kg hammer) for detection of loose concrete. Edges of chipped patch will bear vertical/reverse cut with minimum depth at edges as 10 mm. (Prepared patches to be got checked before applying bond coat). All loose/unsound concrete has to be removed to prepare well defined patch, all complete as per specifications and direction of Manager-In-Charge
3Nipples for Grouting : Providing and fixing/ inserting 12mm dia NRV galvanized steel injection nipple upto 150 mm long in honeycomb area and along crack line including drilling of holes of required diameter (upto 25 mm) up to a depth of 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive epoxy chemical of approved make & allow it to cure and subsequent cutting & removal of the same after grouting is completed, all complete as per specifications and direction of Manager-In-Charge. Epoxy putty : Nitocote VF (Fosroc) or equivalent#
4Epoxy Injection Grouting : Providing and injecting two component Low viscosity Epoxy grout (<350 centipoise (cps)) of approved make in proportion recommended by the manufacturer into cracks/ honey-comb area of concrete by suitable gun/ pump at required pressure all complete as per manufacturer's specifications and direction of Manager-In-Charge. (The payment shall be made on the basis of actual weight of approved epoxy grout injected) Epoxy Injection Grout : Nitofill EP LV (Fosroc) or equivalent
5Derusting/Cleaning of Reinforcement : Providing and Cleaning of rust from reinforcement bars including from behind the bars to give it totally rust free finished steel surface as per requirement, by using chemical rust remover of approve make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per the manufacturer's specifications and direction of Manager-In-Charge. For measurement, surface area of repair work will be taken.Chemical rust remover: Reebaklens RR (Fosroc) or equivalent
6Anticorrosive treatment : Providing and applying two coats Anticorrosive treatment to exposed reinforcing bars using anticorrosive product of approved make after cleaning the corroded steel bars (manually/ with rust remover) and drying, all complete as per manufacturer's specifications and direction of Manager-In-Charge. For measurement, surface area of concrete repair work will be taken. Anticorrosive treatment: Nitozinc Primer (Fosroc) or equivalent
7Corrosion Inhibitor : Providing and applying Corrosion Inhibitor of approved make including necessary surface preparation as per manufacturer's specification on areas demarked by Manager in Charge. For measurement, patch area of repair work will be taken.Corrosion Inhibitor: FerroGard-903 (Sika) or equivalent
8Steel Reinforcement : Steel reinforcement for RCC repair work including transportation from Nalco store, straightening, cutting, bending, placing in position, fixing into the concrete surface by drilling holes by suitable means & anchoring by injecting with suitable epoxy resin hardening system, binding etc. all complete at all heights, as per specifications and direction of Manager-In-Charge.(Reinforcement steel will be issued free of cost at NALCO stores.)
9Epoxy Bond Coat : Providing and applying structural grade two component epoxy bond coat of approved make prior to application of any type of mortar to ensure bond between old and new concrete by brush application including necessary surface preparation such as cleaning, air blowing etc. all complete as per manufacturer's specifications and direction of Manager-In-Charge.(For measurement, patch area of repair work will be taken.) Epoxy resin Bond : Nitobond EPstandard (Fosroc)or equivalent
10Polymer Modified Mortar : Building up the profile of structural members to required level, providing & applying ready mixed chemically modified fibre reinforced polymer mortar of 40mm average thickness in 2-3 layers of 10-15 mm thick layers each, applying bond coat between successive/ each layers including levelling & profiling complete as per manufacturer's specification and directions of Manager-In-Charge. Proper curing shall be done for the repair work. Gunny bags may be used for effective curing. Glass fibres @ 1Kg/cum of (Gujcon/Osnar or Equivalent) may be added to reduce shrinkage and to achieve homogeneity in PMM mix as per requirement. 70.2x70.2x70.2 mm cube shall be taken as representative samples to achieve 28 days compressive strength of minimum 40 MPa at 28 days of curing in water, all complete as per manufacturer's specifications and direction of Manager-In-Charge. Polymer Modified Mortar: Renderoc SP40 (Fosroc)or equivalent
11Wrapping System : Supplying & Applying to Strengthen the concrete@ 500mm on either side of the horizontal & vertical cracks with single layer of non metallic composite fibre wrapping system (1m wide) comprise of uni-directional E -glass fibre sheet (900 GSM) and compatible epoxy saturant, by wet layer system including, Surface preparation: Grinding/ moulding concrete substrate, cleaning it with wire brush removing oil, laitance if present, rounding sharp edges to min 25 mm radius etc. complete.Profiling: Applying compatible primer on prepared substrate, Filling the holes and uneven surface with thixotropic putty etc. complete Wrapping: Wrapping the fibre sheet to structural element at desired orientation using tamping roller to avoid any air voids etc. Sand pasting: Applying second coat of saturant after min. 12 hrs, rectify air voids if any paste the river sand on it to make surface rough to take further finishes and plastering the surface after complete curing using 10 mm thick Polymer Modified Mortar as per specification mentioned at Item-10 above, to give uniform finish. (Rate of 10 mm Polymer Modified Mortar is included in this item), all complete as per manufacturer's specifications and direction of Manager-In-Charge.Mode of measurement: Per sq mt of glass fibre sheet consumed and not surface area) Wrapping System: TYFO Fiber wrap of M/s FYFE & Co./ GOLD BOND 1893 of M/s Krishna Conchem Products Pvt. Ltd or equivalent
12Protective Coating on external surface : Providing and applying Elastomeric, Anti carbonation, Anticorrosive, UV resistant, Solvent based Pure Aliphatic Acrylate System- on the exterior faces of Chimney conforming to ASTM D 4541-02 having Electrochemical impedance of 107 # and achieving dry film thickness of minimum 200 microns in a primer coat followed by two top coats in alternating bands of aviation orange (or red) and white or any other approved shed (s)as per drawing/instruction using brush or spray application. Before applying the protective coating on RCC walls and the outer wall surface as well as the internal exposed areas including the staircase and metal railings and platforms shall be cleaned by scrubbing with hard steel brush to remove loose particles, oil, grease,disintegrated concrete, deposited smoke and dust particles etc. all complete as per manufacturer's specifications and direction of Manager-In-Charge.Protective Coating: MONOPOL 456 of M/s Krishna Conchem Products Pvt. Ltd or equivalent
13Protective Coating with IPNet system : For the top 30m part of the chimney, Providing and applying protective coating to RCC structure using Epoxy-phenolic IPNet three coat system including priming coat, intermediate coat and polyurethane top coat conforming to specifications of BS-88R and IRS-Concrete Bridge Code, in alternating bands of aviation orange (or red) and white or any other approved shed (s)as per drawing/instruction using brush or spray application after thorough surface preparation i.e. cleaning the surface free of loose particles / deposits and with contractor#s labour, materials, equipment#s, etc. Total dry film thickness of minimum 200 microns, all complete as per manufacturer's specifications and direction of Manager-In-Charge.Protective Coating: IPNet of M/s Krishna Conchem Products Pvt. Ltd or equivalent
14Fabrication of steel structures : Fabrication of steel structure in single or built up sections made out of all types of steel sections for repair of damaged operating platforms, railings, gratings & cage ladders etc. including carting from NALCO store, cutting, welding, grinding, brushing, cleaning the surface, return of surplus,scrap steel to NALCO stores/ scrap yard etc including the cost of all transportation,labour,consumables, tools etc., all complete at any elevation as per the specifications and direction of the Manager-in-charge. (Structural steel will be issued free of cost at NALCO store)
15Erection of steel structures :Erection of steel structure in single or built up sections made out of all types of steel sections for repair of damaged operating platforms, railings,gratings & cage ladders etc. including the cost of welding, bolting, consumables, labour, tools, hoisting arrangement, transportation, cutting grooves/ holes for proper alignment etc all complete at any elevation as per the specifications and direction of the Manager-in-charge
16Dismantling of steel structures : Dismantling of damaged/ corroded steel structures made up of all types of single or built up sections by necessary gas cutting/mechanical cutting/ debolting, chiselling, hammering, cutting groove, making holes if necessary, removing and carefully lowering down the dismantled structural steel members of the operating platforms, railings, gratings & cage ladders etc. from all levels, stacking properly the serviceable materials for reuse and disposal of unserviceable materials to designated areas (scrap yard) after weighment at weigh bridge, all complete for all elevation as per the specifications and directions of the Manager-in-charge
17Epoxy coating on steel structure : Providing and applying self priming surface tolerant Epoxy coating (two or more coats) of any approved shade, prepared and applied as per manufacturer's specifications on steel structure including necessary surface preparation like water washing, solvent cleaning (if required), power tooling/ hand tooling to clean the surface from loose dust, dirt, pill out paint, rust or any other foreign materials including the cost of all materials, labour, scaffolding etc. & removal of the scaffolding after the painting is over all complete at all elevation as per specifications and directions of M-I-C.Epoxy coating: Rust-O-Cap MIO of Asian paints or equivalent Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57345739
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE Ref. Documents
LAST DATE 01-10-2026
Authority
Authority Name National Aluminium Company Limited
Work Description Tender for Rehabilitation Of Concrete Structures Of Chimney-4 & 5 At Cpp
Basic Detail
Tender No MC-5680
Bidding Type Tender
Location
City Anugul
State Odisha
Key Dates
Publish Date 03 Sep 2026
Submission Date 01 Oct 2026
Open Date 03 Oct 2026
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 4.50 Lakhs
Exemption Available
Document List
1e409193-b468-4288-8471-9797d812cc87.html
BOQ_971823.xls
Tendernotice_1 (8).pdf
Tendernotice_2 (2).pdf
Tendernotice_3.pdf
Tendernotice_4.pdf
Tendernotice_5.pdf

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Tender Timeline

Sep 03, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 01, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 26 days
Oct 03, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 28 days

Tender Documents

Download All (ZIP) ↓
html

1e409193-b468-4288-8471-9797d812cc87.html

xls

BOQ_971823.xls

pdf

Tendernotice_1 (8).pdf

pdf

Tendernotice_2 (2).pdf

pdf

Tendernotice_3.pdf

pdf

Tendernotice_4.pdf

pdf

Tendernotice_5.pdf

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