Concrete
Environmental Benefits of Using Waste Glass as Pozzolana
Published
3 years agoon
By
admin
Dr SB Hedge, Professor, Jain University and Visiting Professor, Pennsylvania State University, United States of America, discusses the environmental benefits of using waste glass as Pozzolana in this concluding part of the article.
Pozzolanic properties of waste glass refer to its ability to react with calcium hydroxide in the presence of water to form cementitious compounds. This reaction, known as the pozzolanic reaction, contributes to the strength and durability of cementitious materials.
Findings based on the investigation on the Pozzolanic properties
Here are some details on the pozzolanic properties of waste glass and examples of its usage:
Amorphous Silica Content: Waste glass typically contains a significant amount of amorphous silica, which is a key factor in its pozzolanic activity. Amorphous silica has a high
surface area, allowing it to react readily
with calcium hydroxide and form additional cementitious compounds.
Reactivity and Fineness: The reactivity of waste glass depends on factors such as its chemical composition, particle size distribution, and surface area. To enhance its pozzolanic reactivity, waste glass is often ground to a fine powder. Increased fineness improves the contact between waste glass particles and calcium hydroxide, facilitating the pozzolanic reaction.
Pozzolanic Reaction Products: When waste glass reacts with calcium hydroxide in the presence of water, it forms additional cementitious compounds, such as calcium silicate hydrate (C-S-H) gel. The C-S-H gel contributes to the strength and binding properties of the
cementitious matrix.

Examples of Usage
Partial cement replacement: Waste glass can be used as a partial replacement for cement in concrete production. Typically, a portion of the cement is substituted with finely ground waste glass powder. This reduces the overall cement content while maintaining or improving the mechanical properties and durability of the concrete.
Glass powder addition in concrete mixes: Waste glass powder can be directly added to concrete mixes as an additional pozzolanic material. It acts as a supplementary cementitious material (SCM) alongside other pozzolanic materials like fly ash or silica fume. This combination enhances the reactivity and overall performance of the concrete.
Glass aggregate in concrete: In addition to using waste glass as a pozzolanic material, it can also be used as a fine or coarse aggregate in concrete production. By incorporating waste glass aggregates, both the pozzolanic and aggregate properties of the glass are utilised. This approach enhances the sustainability of concrete while maintaining structural integrity.
Glass fibre reinforcement: Waste glass fibres can be used as reinforcement in cementitious composites. The glass fibres provide tensile strength and improve the overall performance of the concrete. This application is particularly useful in construction elements requiring enhanced durability and crack resistance.
Glass as pozzolanic additive in mortars: Waste glass can be used as a pozzolanic additive in mortar mixes. Mortars containing waste glass exhibit improved workability, increased strength and reduced permeability. This makes them suitable for applications such as plastering, masonry and tile adhesives.
Waste glass possesses pozzolanic properties due to its high amorphous silica content. By utilising waste glass as a pozzolanic material, its environmental impact can be reduced while enhancing the performance and sustainability of cementitious materials.
The examples provided demonstrate the versatile usage of waste glass in cement and concrete applications, contributing to a more sustainable construction industry.

Environmental Benefits
The utilisation of waste glass as a pozzolanic material in cement production offers significant environmental benefits. Here is a detailed account of these benefits:
Waste reduction and recycling: Waste glass, if not properly managed, poses a significant environmental challenge. By using waste glass as a pozzolanic material, it is diverted from landfills or incineration, reducing the need for new disposal sites and minimising the environmental impact associated with glass waste. Recycling waste glass as a pozzolana promotes a circular economy by converting it into a valuable resource.
Conservation of natural resources: The incorporation of waste glass in cement production reduces the need for virgin raw materials, such as limestone or silica. By substituting a portion of cement with waste glass, natural resources are conserved, including the energy and water required for extraction and processing of raw materials. This conservation helps in preserving natural ecosystems and reducing the overall ecological footprint.
Energy savings and emissions reduction: The production of cement is energy-intensive and contributes to greenhouse gas emissions, primarily carbon dioxide (CO2). By using waste glass as a pozzolanic material, the cement content in concrete is reduced, resulting in lower energy consumption and CO2 emissions during cement manufacturing. This reduction in energy usage and emissions contributes to mitigating climate change and achieving sustainability goals.
Reduced landfill space and leachate generation: When waste glass is disposed of in landfills, it occupies valuable space and can contribute to environmental concerns. Glass waste in landfills may also produce leachate, potentially contaminating soil and groundwater. Utilising waste glass as a pozzolanic material reduces
the amount of glass waste sent to landfills, alleviating the pressure on waste management infrastructure and minimising the associated environmental risks.
Improved air quality: Cement production is associated with the release of pollutants, including dust, particulate matter, and potentially harmful gases. By replacing a portion of cement with waste glass, the production of cementitious materials can be optimised. The use of waste glass as a pozzolana reduces the overall emissions of particulate matter and improves air quality in and around cement plants, promoting a healthier environment for nearby communities.
Enhanced durability and reduced maintenance: Concrete incorporating waste glass as a pozzolanic material exhibits improved durability and reduced permeability. This translates into longer service life for concrete structures, reduced maintenance requirements, and decreased need for repairs or replacements. By extending the life of concrete, the environmental impact associated with new construction projects is minimised.
Waste Glass Addition
The addition of waste glass to concrete can significantly improve its performance in several ways. Here are the key ways in which waste glass enhances the performance of concrete:
- Increased strength and durability: The incorporation of waste glass as a pozzolanic material in concrete leads to the formation of additional cementitious compounds. These compounds, such as calcium silicate hydrate (C-S-H) gel, contribute to the strength and durability of the concrete. The pozzolanic reaction between waste glass and calcium hydroxide results in denser and more compact concrete, improving its compressive and flexural strength.
- Reduced permeability: Concrete containing waste glass exhibits reduced permeability to water and other potentially harmful substances. The pozzolanic reaction of waste glass results in the formation of a refined pore structure within the concrete matrix. This refined pore structure restricts the movement of water and other aggressive agents, enhancing the concrete’s resistance to moisture ingress, chemical attack, and freeze-thaw damage.
- Enhanced chemical resistance: The pozzolanic reaction of waste glass in concrete leads to the formation of calcium silicate hydrate (C-S-H) gel, which provides improved chemical resistance. This resistance makes the concrete less susceptible to chemical degradation caused by substances such as sulphates, chlorides and acids.
Concrete with waste glass as a pozzolanic material exhibits better long-term performance in aggressive environments. - Improved workability and cohesion: The addition of waste glass as a pozzolanic material can enhance the workability and cohesion of concrete. Due to the fine particle size and pozzolanic nature of waste glass, it acts as a filler material, improving the packing and lubrication of the concrete mixture. This improved workability allows for easier placement, consolidation, and finishing of
the concrete. - Mitigation of alkali-silica reaction: Alkali-Silica Reaction (ASR) is a chemical reaction that can occur between certain reactive silica minerals in aggregates and the alkalis present in cement. This reaction can lead to expansive cracking and deterioration of concrete. Waste glass, being an inert material, can act as a mitigating agent for ASR by replacing some of the reactive silica in the concrete mix.
- Sustainability and eco-friendliness: In addition to performance improvements, the utilisation of waste glass in concrete contributes to sustainability and eco-friendliness. By incorporating waste glass as a pozzolanic material, the consumption of cement is reduced, resulting in CO2 emissions associated with cement production. This reduction in CO2 emissions aligns with environmental goals and contributes to a more sustainable construction industry.
Challenges and Considerations
The utilisation of waste glass as a pozzolanic material in cement production does pose some challenges. Proper processing and grinding of waste glass to achieve optimal fineness is crucial to ensure its reactivity. The potential presence of impurities in the waste glass, such as metals or contaminants, requires careful selection and pre-treatment. Additionally, the impact of incorporating waste glass on the fresh and hardened properties of concrete should be evaluated to ensure compatibility with specific project requirements.
Research and Industry Initiatives
Ongoing research and industry initiatives are focused on optimising the use of waste glass as a pozzolanic material. Studies explore various methods of processing and grinding waste glass to enhance its reactivity and maximise its utilisation. Additionally, there is a scope to investigate the influence of waste glass characteristics, such as particle size, composition and treatment, on the properties of concrete. These efforts aim to develop guidelines and standards for incorporating waste glass in cement production.
Conclusion
The use of waste glass as a pozzolanic material in cement production offers a sustainable solution to address environmental concerns associated with both waste glass disposal and cement manufacturing. By harnessing the pozzolanic properties of waste glass, cement producers can reduce their carbon footprint, enhance concrete performance, and contribute to a more circular economy.
The addition of waste glass as a pozzolanic material significantly enhances the performance of concrete. The improvements include increased strength and durability, reduced permeability, enhanced chemical resistance, improved workability and cohesion, mitigation of alkali-silica reaction and sustainability benefits. By embracing waste glass in concrete production, the construction industry can create more resilient and eco-friendly structures while effectively utilising a valuable waste material.
Further research, collaboration and implementation efforts are essential to fully exploit the potential of waste glass as a valuable resource.
References
- Utilisation of Waste Glass Powder in Concrete by P. Manoj Kumar, K. Sreenivasulu, and M. Srinivasulu Reddy, International Journal of Innovative Research in Science, Engineering and Technology, 2013.
- Recycling of Waste Glass as a Partial Replacement for Fine Aggregate in Concrete Mix by W. A. Rahman, M. A. S. Al-gahtani, and M. A. K. El-Kourd, Journal of King Saud University – Engineering Sciences, 2010.
- Mechanical and Durability Properties of Concrete Containing Glass Powder as Partial Replacement of Cement by A. Shayan and R. Xu, Construction and Building Materials, 2004.
- Properties of Glass Concrete Containing Fine and Coarse Glass Aggregates by Z. Feng, S. Xie, and Y. Zhou, Journal of Materials in Civil Engineering, 2011.
You can find part one in the August issue of Indian Cement Review.
ABOUT THE AUTHOR
Dr SB Hegde is a Professor at Jain University and a Visiting Professor at the Pennsylvania State University, United States of America.
Concrete
Green Construction Through Cement Innovation
Published
11 hours agoon
July 2, 2026By
admin
Indian Cement Review (ICR) and Fuller Technologies brought industry, policy and technology leaders together to discuss how cement innovation can drive green construction at scale, writes Rakesh Rao.
India is building at a pace few countries can match. Highways, airports, housing, logistics parks, industrial corridors and urban infrastructure are reshaping the country’s economic geography. But beneath this growth story lies a difficult question: can India continue to build at scale without locking itself into a high-carbon future?
That question formed the core of an online panel discussion titled “Driving Green Construction Through Cement Innovation”, organised by Indian Cement Review (ICR) in association with Fuller Technologies as the Presenting Partner on June 25, 2026. The webinar brought together experts from cement technology, R&D, global industry platforms, building performance policy and international development cooperation to examine how low-carbon cement and material innovation can accelerate India’s green construction transition.
The discussion came at a crucial time. India has committed to achieving net-zero emissions by 2070 and reducing the carbon intensity of its economy by 45 per cent by 2030. At the same time, the country’s construction sector is expanding rapidly, driven by urbanisation, infrastructure development, housing demand and industrial growth. Cement, as one of the most widely used construction materials, sits at the heart of this transition. It is indispensable to development, but also central to the challenge of reducing embodied carbon in buildings and infrastructure.
Moderated by Nitika Krishan, Senior Urban Infrastructure and Sustainable Policy Consultant, the panel featured:
- Kiranmai Sanagavarapu, Director, Low Carbon Solutions, Fuller Technologies;
- Dr Hemantkumar Aiyer, VP and Head R&D, Nuvoco Vistas Corp Ltd;
- Devika Wattal, Innovation Lead, Global Cement and Concrete Association (GCCA);
- Dr Sunita Purushottam, MD, GBPN India (Global Buildings Performance Network); and
- Vaibhav Rathi, Senior Technical Advisor, GIZ (the German Agency for International Cooperation)
Setting the tone for the discussion, Nitika Krishan underlined the scale of the challenge before the sector. “The question before us is no longer whether we build, but how we build sustainably,” she said. She pointed out that construction accounts for nearly 40 per cent of global energy-related carbon emissions when both operational and embodied carbon are considered. Cement production, she added, remains one of the hardest industrial processes to decarbonise.
For India, this is not merely an environmental issue. It is a development issue, a competitiveness issue and increasingly, a market issue. As one of the world’s largest cement producers and among the fastest-growing construction markets, India’s material choices will influence the carbon trajectory of its built environment for decades. As Krishan observed, sustainability solutions in economies such as India must not remain limited to laboratory success. They must be scalable, commercially viable and practical at national level.
The innovation gap: From technology to market
Experts believe that there is a need to bridge the innovation gaps for making decarbonisation in cement and concrete scalable. Devika Wattal of GCCA, explained, “The starting point must be the core cement manufacturing process itself. The first and foremost is the heart of our process, the heart of cement manufacturing. How do we reduce clinker? That is always a topic where industry is working very intrinsically.”
Clinker reduction remains one of the most important pathways for lowering emissions in cement. Since clinker production is energy-intensive and chemically emits carbon dioxide, reducing the clinker factor through supplementary cementitious materials (SCMs), blended cements and new chemistries can have a significant impact. Wattal also noted that carbon capture, utilisation and storage (CCUS) will have a role, though it may not be the first lever for all markets.
However, she stressed that innovation cannot stop at technology development. A solution that works in the lab must also be adaptable to industry, scalable in production and acceptable in construction practice. “It is important for that innovation to be adaptable, to be scalable, and so that it can be executed in real time,” she said.
Wattal also called for stronger enabling systems around innovation. These include performance-based standards, product-level embodied carbon databases and clearer frameworks for evaluating green materials. Without these, low-carbon cement products may struggle to compete with conventional materials in procurement and design.
R&D must balance carbon, cost and performance
Bringing in the R&D perspective into the discussion, Dr Hemantkumar Aiyer of Nuvoco Vistas emphasised that low-carbon cement development cannot be treated as a single-variable exercise. Cement must perform in real construction conditions. It must deliver strength, durability, consistency and cost competitiveness, while also reducing carbon.
“The root of understanding and balancing all these aspects lies in materials, and knowing the materials,” he said.
According to Dr Aiyer, R&D teams must understand the variability of raw materials such as fly ash, slag and clinker. Different sources produce different material behaviours. This makes mix optimisation, material characterisation and processing-property relationships critical. When performance is affected, cement manufacturers must understand how strength enhancers, admixtures and other performance chemicals interact with the material system.
He also linked material science with process efficiency. Clinkerisation takes place at extremely high temperatures, around 1,400 to 1,450 degrees Celsius. Any improvement in raw mix design, process control or energy optimisation can, therefore, help reduce emissions and cost. Dr Aiyer pointed to artificial intelligence-based optimisation, Cement 4.0 tools and advanced software as important enablers for real-time process and material control.
“The more you understand the materials, the more you can control it,” he said.
LC3: The promise is proven, the sequencing is not
Limestone calcined clay cement, commonly referred to as LC3, has attracted global attention because it can reduce clinker content significantly by using calcined clay and limestone while maintaining performance in many applications. Kiranmai Sanagavarapu of Fuller Technologies said the technology itself has already moved beyond proof of concept. Fuller Technologies has worked with calcined clay technology for nearly two decades and has seen plants running in France and Ghana. These plants, she said, are meeting local and national specifications, while the economics are beginning to make sense.
“The calciner is performing, the economics is stacking up, it is making business sense to produce,” she said.
But if the technology is viable, why has adoption not scaled faster? For Sanagavarapu, the answer lies in project sequencing. Too often, clay characterisation happens after equipment is specified. This, she warned, is a backward approach because calciner design depends on clay mineralogy, kaolinite content, iron levels, reactivity, moisture and other variables.
“If you don’t know what your deposit looks like before you commit for the equipment, you are, in a way, going blind into designing,” she said.
She also identified permitting and plant integration as major bottlenecks. Environmental clearances, mining permissions and local regulatory approvals must begin early. Similarly, calcined clay must be integrated into existing grinding, blending and logistics systems from the design stage, not treated as an afterthought during commissioning.
India already has IS 18189:2023 standard for LC3, but Sanagavarapu pointed out that the standard is not yet visible enough in procurement documents. “The gap between what is technically being permitted and what the procurement is asking is the single biggest bottleneck,” she said.
In her view, successful scale-up depends on getting the sequence right: clay characterisation first, permitting in parallel, standards aligned with construction, and integration built into plant design.
India’s LC3 journey: Progress, but demand remains thin
Providing details of India’s LC3 commercialisation experience, Vaibhav Rathi of GIZ noted that JK Cement carried out the first commercial production of LC3 at its Rajasthan plant, followed by JK Lakshmi Cement three months later. These initiatives were supported by the International Climate Initiative of the Government of Germany, with IIT Delhi contributing deep institutional knowledge on LC3 research and BIS certification.
Rathi said India’s early experience has produced clear lessons. One of the biggest was the need to build capacity among regulators. While BIS certification existed, State Pollution Control Boards were unfamiliar with the technology and unsure about the approval pathway.
“The capacity building is not just needed amongst the producer and the users of the cement, but also the regulators who are working with this technology for the first time,” he said.
He also highlighted the need for better information on China clay deposits. Since China clay is currently classified as a minor mineral, centralised data on availability, quality and location is limited. If cement manufacturers are to adopt LC3 at scale, stronger mineral intelligence will be important.
The third issue is demand. LC3 has already been used in projects such as Palava City in Mumbai and Noida International Airport, but these remain limited examples. “It is in a chicken and egg situation,” Rathi said. “Cement companies are saying we need more demand, and users are saying there is not enough cement available.”
Public procurement, he suggested, could help break this cycle. If agencies such as CPWD and other public bodies begin testing, accepting and specifying LC3, it could create the market confidence needed for cement companies to invest in production and storage.
Building codes must catch up with innovation
Dr Sunita Purushottam of GBPN India argued that material choices will determine built environment emissions over the long term, but India’s current policy signals remain fragmented. Although LC3 has received BIS recognition, she pointed out that building codes, municipal bylaws, schedules of rates and sustainability codes do not yet provide uniform guidance on low-carbon cement.
“The current cement regulations are largely prescriptive and favouring traditional materials,” she said. This limits the ability of alternative materials to compete on performance, durability and emissions.
Dr Purushottam also raised the issue of taxation. Cement, including LC3, currently falls under the same GST bracket as conventional cement. A differentiated tax structure, she argued, could help accelerate market adoption. “In order for the market to demand LC3, that differentiation in the GST could go a long way,” she said.
She noted that green building certifications such as IGBC and GRIHA are already creating demand for low-carbon materials by assigning points for embodied carbon and sustainable material use. However, she said large-scale adoption will require regulatory mandates, particularly through building codes and state-level notifications.
She also cautioned that low-carbon cement alone does not solve the entire building performance problem. A material may reduce embodied carbon, but the operational carbon of a building depends on thermal performance, design, insulation and energy use. “The energy part has two elements,” she said. “One is the embodied carbon of the material itself, and the other is the operational carbon.”
Collaboration is the bridge between invention and impact
Wattal said GCCA sees innovation as a strategic priority and works through platforms that connect industry with academia and start-ups. “There is no way we will decarbonise our sector without innovation,” she said.
However, she stressed that research must be connected to actual industry challenges. Innovations developed in isolation may fail when they encounter real-world barriers such as raw material variability, plant integration, cost, standards and finance. Start-ups, too, need industry mentorship and scale-up pathways.
Wattal also flagged the importance of finance. Even strong technologies may struggle to attract investment if there is no common understanding of bankability. “We have always put projects into, is this a bankable project? But the definition of a bankable project has never been defined,” she said.
For India, she saw strong potential in its academic and start-up ecosystem, but said the challenge lies in alignment and prioritisation. The country has the research base, industrial capacity and market size. What it now needs is a coordinated route from innovation to deployment.
There is a practical concern for cement manufacturers: how can existing plants be adapted for lower emissions without compromising reliability or commercial viability?
Kiranmai Sanagavarapu addressed, “The reliability risk in calcined clay retrofit is definitely real, but it is almost always self-inflicted. The risk arises when a new process is added to an existing circuit without properly redesigning grinding and blending configurations.”
Existing cement plants, she explained, can take two broad routes. The first is external sourcing of calcined clay combined with mill optimisation. This requires lower capital investment and can potentially move in 12 to 18 months if other conditions are in place. It may reduce emissions by around 20 to 30 per cent. The second route is integrated calcination on site, which requires higher capital expenditure and longer lead times, but provides greater control over quality, supply and emissions reduction potential.
For Sanagavarapu, the principle is simple: low-carbon retrofits must be designed with intent. “Design it with an intent properly from the start. Start in the market conditions where the economics are already working,” she said.
Circularity: The overlooked advantage
According to Vaibhav Rathi, fly ash and slag are already well established in cement and construction (C&D), but construction and demolition waste remains underutilised. “C&D waste is a growing business opportunity which not many have taken up,” he said. India’s continuous construction and demolition activity creates huge volumes of waste, much of which contributes to air pollution, land degradation and material inefficiency. With the right processing and standards, this waste can be converted into useful construction products.
Rathi also pointed out that LC3 has a circular economy dimension that is often overlooked. It can use low-grade kaolin-rich clay left behind after high-grade clay is extracted for other applications. “LC3 is not only a low-carbon solution, but also a circular economy solution,” he said.
At the same time, he cautioned that LC3 in India is not yet cheap because it has not reached scale. Site-specific techno-commercial feasibility studies, supported jointly by development agencies and industry, could help companies assess whether LC3 production makes technical and financial sense at a given location.
Dr Purushottam added that India must address both low-carbon cement and construction waste together. “Both low-carbon cement and C&D waste go hand in hand. India does not have an option but to work on both,” she said.
Dr Aiyer called for policy shifts from both government and industry, including preferential purchasing of sustainable materials, minimum supplementary cementitious material requirements in public and public-private projects, and faster regulatory implementation. “If we can fast-track the regulatory standards and their implementation on the ground, that is the way to go,” he said.
From green ambition to green construction
Cement innovation is no longer only about chemistry. It is about systems. Low-carbon cement will scale only when technology, standards, procurement, finance, regulation, education and construction practice move together.
LC3 and other low-carbon technologies have shown promise. India has early commercial examples, strong research capability and growing market interest. But mainstream adoption will depend on whether demand can be created, regulators can be capacitated, standards can be embedded in procurement, and manufacturers can see a clear business case.
For a country building at India’s scale, the opportunity is enormous. Cement will continue to be central to infrastructure and urban development. The challenge now is to ensure that the cement used in India’s growth story carries a lower carbon burden.
- Rakesh Rao
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Concrete
JK Cement Declared Preferred Bidder For Gilund Limestone Block
Shares Edge Higher As Company Wins Rajasthan Block
Published
2 days agoon
June 30, 2026By
admin
JK Cement gained after being declared preferred bidder for the Gilund Limestone Block in Chittorgarh, Rajasthan, a lease area of 370.96 hectares. The firm saw its shares trade at Rs. 5550.05, up by 28.45 points or 0.52 per cent from the previous close of Rs. 5521.60 on the BSE. The scrip opened at Rs. 5569.15 and touched a high of Rs. 5625.00 and a low of Rs. 5531.00.
The stock recorded turnover of 1742 shares on the counter and the BSE group A stock with face value Rs. 10 has a 52 week high of Rs. 7565.00 on 20-Aug-2025 and a 52 week low of Rs. 4670.05 on 12-Jun-2026. Last one week high and low stood at Rs. 5625.00 and Rs. 5329.00 respectively. The promoters holding in the company stood at 45.66 per cent, while institutions and non-institutions held 40.61 per cent and 13.73 per cent respectively.
The e-auction conducted by the Government of Rajasthan resulted in the company being declared preferred bidder for the mining lease, and the allocation will enable the company to plan phased development of the deposit, subject to regulatory approvals. The Gilund block spans 370.96 hectares and its allocation is intended to support raw material security for the company’s cement operations in the region. The designation follows the government auction process and will allow the company to plan development and integration of the deposit into its supply chain.
The current market capitalisation stands at Rs. 430.38 billion (bn), reflecting market response to the mining news and prevailing valuation levels for the sector. Investors and analysts will watch for formal allotment and related disclosures that can clarify timelines, capital expenditure and expected production profiles. The report is intended for informational purposes and does not constitute investment advice, and market participants are advised to consult advisers before making decisions.
Concrete
Star Cement Named Preferred Bidder For Boro Lakhindong Block
Preferred bidder for limestone mining lease in Assam
Published
3 days agoon
June 29, 2026By
admin
Star Cement has been declared the preferred bidder for the mining lease for Boro Lakhindong West Block following e-auctions conducted by the Government of Assam. The block is located in Boro Lakhindong Village, Umrangso Tehsil, Dima Hasao District, Assam, and extends over an area of 123 hectares. The estimated limestone resource is 207.822 million (mn) tonnes (t), a quantity that will supply raw material for cement production and support the company’s manufacturing operations in the region.
The company is engaged in the manufacturing and selling of cement clinker and cement and distributes products across the north-eastern and eastern states of India. Star Cement operates plants and logistics networks that procure and process limestone to produce clinker for cement, and the addition of Boro Lakhindong is presented as a strategic enhancement of feedstock availability. The preferred bidder status secures rights to the specified lease area under the terms of the auction process.
Financial results for the company in the fourth quarter of fiscal year 2026 showed a consolidated net profit rise of 20.24 per cent to Rs 1,481.0 mn on an 11.54 per cent increase in revenue to Rs 11,735.5 mn compared with the corresponding quarter of the previous year. Those results reflected higher sales volumes and revenue growth in the company’s primary markets and are cited in company disclosures accompanying the lease announcement. The reported performance provides context to the company’s ability to pursue and finance new mining lease opportunities.
Market reaction to the declaration was modest, with the scrip rising zero point thirty six per cent to trade at Rs 212 on the BSE. The award of the Boro Lakhindong lease concludes the e-auction process for the west block and assigns operational rights to Star Cement as the preferred bidder, subject to completion of statutory and contractual formalities.
Green Construction Through Cement Innovation
JK Cement Declared Preferred Bidder For Gilund Limestone Block
Star Cement Named Preferred Bidder For Boro Lakhindong Block
KERC Proposal To Cut Rooftop Solar Export Tariff Raises Concern
Indian Railways Plans Green Fly Ash Transport Network
Green Construction Through Cement Innovation
JK Cement Declared Preferred Bidder For Gilund Limestone Block
Star Cement Named Preferred Bidder For Boro Lakhindong Block
KERC Proposal To Cut Rooftop Solar Export Tariff Raises Concern

