Concrete

Optimisation of Concrete Cost for Metro Projects

Published

8 years ago

June 30, 2018

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An attempt is made to develop a systematic approach for estimating the quantity of concrete and optimisation of concrete cost based on a case study. The article will be published in two parts. The present article (Part 1) discusses about the Metro Projects in brief, construction methodology adopted, estimation of concrete quantity and associated cost. The next article (Part 2) will be discussing about the methodologies used for optimising the cost associated with production, transportation and placement of concrete.

In India, for infrastructure projects, the concrete is used as one of the essential construction materials. Appropriate selection of concrete (type/grade) and precise estimation of concrete quantity are essential to achieve optimised cost of concrete. Further, optimisation of construction cost related to concrete could also be achieved by appropriate selection of construction methodology along with equipment selection (rental/purchase/outsourcing) suitable for site conditions. various equipment are required for the production, transportation and placing of concrete. The selection and usage of these equipment are crucial for the successful completion of project work. Generally, the selected equipment shall fulfill project requirements within the timeframe.

In this regard, comprehensive analysis on selection of equipment and their usage in construction site needs to be carried out by the contractor well in advance (i.e bidding stage). If equipment planned to use in construction site is inadequate, it will be difficult to follow the schedule of fast track infrastructure project. On the other hand, to reduce the time period of construction, the plan for excess usage of equipment, may not be financially beneficial for the project. Hence, there is need to develop a systematic method for for optimising the cost of concreting by accurate estimation of concrete quantity and effective decision on selection of appropriate construction systems. The method was developed based on a case study (construction of metro project in Mumbai).

Mumbai Metro project
The master plan for metro project in Mumbai includes nine corridors covering a length of 172 km, out of which 32.50 km is proposed underground and the rest is elevated. First 11.40 km long elevated metro corridor between Versova – Andheri – Ghatkopar (Line 1) is commissioned in June 2014. Elevated corridors between Andheri (East) to Dahisar (East) – 16.475 km (Line 7), Dahisar to DN Nagar – 18.589 km (Line 2A) and underground metro between Colaba – Bandra – SEEPZ is under construction. Construction of elevated corridor between DN Nagar to Mandale (Line 2B) is about to start. After implementation of the Mumbai metro master plan, 70 lakh commuters are expected to get benefit, in turn, will reduce the traffic on roads and congestion in suburban rails.
1.1. The metro line 2A is selected as a case study for the present article. Brief scope of elevated metro project is as follows:

Viaduct: Design and construction of around 18 km elevated viaduct including viaduct and ramp for depot entry.

Stations: Design of 16 elevated stations (excluding architectural finishing and pre-engineered steel roof

structure).

Construction methodology: Construction methodology of a metro project is explained in this section. Civil construction activities includes mainly two pases, i.e., construction along the alignment and construction of precast elements at casting yard.

Construction along the alignment (route of metro line): Key construction activities along the alignment are as follows:

Barricading is provided to enclose the construction area to ensure safety and coordinated movement of vehicular and pedestrian traffic (Fig. 1).

Pile locations are accurately marked on ground by using the total station. Pilot trenches are made to check for any infringing underground utilities. If utilities are found, they are shifted for hassle free construction. To initiate the piling work, hydraulic rotary piling rig is positioned at piling location for boring of the pile (Fig. 2). While boring, temporary casing is provided up to required depth depending on the ground strata. After completion of boring, reinforcement cage is lowered. For casting of pile, the tremie pipe is lowered and concrete is poured up to required level through the tremie pipe.

After completion of group of piles for one pier, excavation of the pile cap is taken up. After laying PCC, the reinforcement cage is tied and concreting of pile cap is done.

After tying reinforcement for pier, the starter is cast. After casting the starter, balance formwork is erected for casting pier. Concrete will be placed up to bottom of pier cap using the truck mounted boom placer (Fig. 3 and Fig. 4). At the end, anti-crash barrier is cast.

Precast pier cap from casting yard is transported to the site and erected on pier by using the crane (Fig. 5 and Fig. 6).

"Stitch concrete" (Fig. 7) of pier cap (junction of pier reinforcement and pier cap reinforcement) is done by using the crane and bucket.

First stage stressing of pier cap is done. Bearing pedestals are cast using crane and bucket. For curing of bearing pedestals, curing compound can be used.

Precast "U" girder from the casting yard is transported to the site using multi-axle hydraulic trailer. The girder is placed on bearing pedestal using high capacity cranes (Fig. 8).

After erection of girders in the adjoining spans, second stage stressing of pier cap is done.

Construction of station building by combination of precast and cast in-situ concrete is done at each station location (Fig. 9).
Casting yard: Casting yard is mainly utilised for casting of the precast elements (pier caps, "U" girder, "I" girders, etc.), which are transported to the desired location along alignment for erection. Key construction activities at the casting yard are as follows:

Development of infrastructure at casting yard is very important activity. This includes the RMC plant installation, stacking of materials for RMC plant, construction of casting beds for precast piers, "U: girders and "I" girders, arrangement for stressing activity at each casting bed, stacking beds for casted precast elements and shed / gantry for handling formwork and casted precast elements (Fig. 10 and Fig. 11).

For casting of "U" girders, first cleaned bottom and outside shutters are placed in positioned and aligned properly. Thereafter, the reinforcement cage is placed in position. Inside shutters are placed after placing reinforcement and high tensile steel wires. Stressing of strands is done before casting "U" girders (Fig. 12 and Fig. 13).

Concreting of girder is done by using the placer boom. After achieving desired concrete strength, girders are shifted on the stacking beds (Fig. 14).

Casting of precast pier cap is done at the casting beds of pier cap. Truck mounted boom placer is used for placing concrete. After achieving desired concrete strength, piercaps are shifted on stacking beds (Fig. 15 and Fig. 16).
Estimation of concrete quantity
Based on the project, the required concrete quantity for viaduct and station needs to be calculated.. The estimated concrete quantity forms the base for calculating the cost of concrete and associated optimisation. Total concrete quantity at a glance for the selected project.

The cost associated with the concrete production and placement shall be estimated based on the following categories. Materials cost – depends on various grades of the concrete and the required quantity in each grade.

Plant and machineries cost – depends on the duration of project and the total concrete quantity required.

Transportation cost – depends on the location wise concrete requirement (at casting yard and/or along alignment).

Placement of concrete cost – Based on the site requirement, the concrete placement method (pumping/placer boom/bucket) needs to be planned for various concrete structures.

Details about planning and costing of above points are explained in subsequent points.

Costing of concrete

Concrete using fly ash/ground granulated blast furnace slag (GGBS) along with 53 Grade Ordinary Portland Cement (OPC) has been considered in calculation of cost.

Following are the possible technical advantages of using fly ash/GGBS along with OPC :

Diameter of viaduct pier is 1.8 m. In case of usage of only OPC, the core temperature of concrete may be higher and there are chances of thermal gradient leading to cracks within mass of concrete piers. Usage of fly ash will reduce the heat evolution during hydration, leading to reduced core temperature.

If high grade concrete is produced using only OPC, cement content in concrete increases. This may lead to shrinkage of concrete. Use of fly ash may minimise the shrinkage cracks.

In case of use of fly ash/GGBS, there will be secondary hydration which will make concrete more impermeable and greatly improve the durability of concrete structure.

Cohesive concrete can be achieved. Further, surface finish of the concrete structure can be improved.

For piles and pile caps, concrete can be produced using 53 grade OPC and GGBS.

For mass concrete, up to 70 per cent GGBS of total cementitious materials can also be used. This will be helpful in reducing core temperature of concrete. However, the limits on the percentage replacement shall be specified in the case of pumping.

Average material cost (as received from ready-mix concrete suppliers in Mumbai) for different grades of concrete required in metro construction using OPC and fly ash is given in Table 1. The fly ash is used up to 30 per cent (by mass) in concrete and the percentage replacement varies depending on the grades of concrete.

In case of GGBS usage, there will be further reduction of material cost in the range of Rs 200 to 400 per m3, depending on the grade of concrete and percentage of GGBS used.
Summary
The present article discussed about the metro projects in brief along with construction methodology of an elevated viaduct. Further, the article discussed about the method of estimation of concrete quantity and associated costs for various grades of concrete.
Acknowledgment

Mumbai metro rail projects

Schwing Stetter (India) for information on equipment required for RMC plant

AIMIL Ltd. for providing information on laboratory equipment

RMC suppliers in Mumbai for providing rates of RMC and raw materials
Authors

Mahesh Tendulkar
M.Tech Student
Construction Technology and Management
Department of Civil Engineering
Indian Institute of Technology Bombay
Powai, Mumbai – 400 076.
tendulkar_mahesh@yahoo.com
Basavaraj M B
Chief Engineer (Civil) – Metro
Mumbai Metropolitan Region Development Authority
Old Administrative Building, 6th Floor
Bandra – Kurla Complex, Bandra (East)
Mumbai – 400 051.
basavaraj.mb@mailmmrda.maharashtra.gov.in
Prakash Nanthagopalan
Assistant Professor
Construction Technology and Management
Department of Civil Engineering
Indian Institute of Technology Bombay
Powai, Mumbai – 400 076.
prakashn@civil.iitb.ac.in

Table 1 :Material cost for various grades of concrete

Concrete	Material cost/m3 (in Rs)
M15	3,800
M35	4,550
M40	4,650
M45	5,200
M55	5,600

Concrete

World Cement Association Annual Conference 2026 in Bangkok

Global leaders to focus on decarbonisation and digitisation

Published

11 hours ago

March 2, 2026

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The World Cement Association (WCA) will host its 2026 Annual Conference from 19–21 April 2026 at The Athenee Hotel in Bangkok, Thailand. The two-day programme will convene global cement industry leaders, policymakers, technology providers and stakeholders to examine strategic, operational and sustainability challenges shaping the sector’s next phase of transformation. The conference theme of shaping a sustainable future through digitisation, innovation and performance will frame sessions and networking opportunities across the event.\n\nThe programme will open with a comprehensive assessment of the global economic environment and its impact on cement markets, alongside regional outlooks across Asia and Europe. Speakers will address regulatory developments including carbon border adjustment mechanisms (CBAM) in Europe, progress in China’s carbon trading system and market dynamics in Thailand and South East Asia, and will outline practical decarbonisation pathways such as alternative fuels, next-generation supplementary cementitious materials (SCMs) and calcined clay developments. Sessions will also examine AI-enabled kiln optimisation and other digital approaches to improve plant performance.\n\nDay two will focus on overcapacity challenges and industry restructuring, using case studies and regional perspectives to provide delegates with practical insights into unlocking performance while accelerating decarbonisation. Discussions will explore digital maturity and AI-driven plant operations, manufacturing optimisation, sustainable building solutions and circular concrete models, together with evolving customer requirements across the construction value chain. The event will include the WCA Awards Ceremony at the Awards Gala Dinner on 20 April to recognise excellence in sustainability, innovation, safety and leadership.\n\nPhilippe Richart, chief executive officer of the WCA, said the sector was navigating a period of profound transformation, from managing overcapacity and market volatility to deploying AI and delivering measurable decarbonisation, and that the Annual Conference would bring global leaders together to exchange practical solutions and strengthen collaboration. Registration is open and tickets include admission to the two-day event, all sessions, refreshments and lunch, exhibition access and the Awards Gala Dinner. Further information on the programme is available via the WCA Annual Conference 2026 event page and queries on sponsorship or exhibition may be directed to events@worldcementassociation.org.

Concrete

Assam Chief Minister Opens Star Cement Plant In Cachar

New plant aims to boost local industry and supply chains

Published

11 hours ago

March 2, 2026

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Chief Minister Himanta Biswa Sarma inaugurated the Star Cement plant in Cachar on 28 February 2026, marking the opening of a manufacturing facility designed to serve the region. The event was attended by state officials and company representatives, and it was reported with inputs from ANI. The plant is positioned as a strategic addition to the industrial landscape of southern Assam and is expected to improve the availability of construction materials for local projects.

The establishment is expected to generate employment opportunities and to stimulate ancillary businesses in the supply chain, including transport and local vendors. State officials indicated that the plant will enhance logistical efficiency by reducing the need to transport cement over long distances, which may lower construction costs for public and private projects. Observers said the presence of a regional cement facility can support housing and infrastructure initiatives that are underway or planned.

Government representatives reiterated that the state seeks to attract responsible investment that complements regional priorities and that the administration will continue to facilitate infrastructure and connectivity to support industrial operations. The inauguration was presented as consistent with broader efforts to diversify the industrial base in the northeast and to create an enabling environment for small and medium enterprises that supply goods and services to larger manufacturers.

Company sources and the state leadership underlined the importance of maintaining environmental safeguards while pursuing industrial growth, and they signalled that compliance with applicable norms will be a priority at the new facility. The announcement was framed as a step towards balanced development that links job creation, regional supply chains and local economic resilience. The report was prepared by the TNM Bureau with inputs from ANI.

Concrete

Adani Cement, NAREDCO Form Strategic Alliance

Partnership to advance skills and sustainable construction

Published

11 hours ago

March 2, 2026

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Adani Cement has entered into a strategic partnership with the National Real Estate Development Council (NAREDCO) to support India’s expanding housing and infrastructure requirements aligned with the vision of Viksit Bharat 2047.

The collaboration brings together Adani Cement’s building materials portfolio, research capabilities and technical expertise with NAREDCO’s network of over 15,000 member organisations. The partnership will focus on skill development, knowledge exchange, technology adoption and sustainable construction practices across the real estate ecosystem.

Joint initiatives will include certification programmes for masons and contractors, along with training modules for site supervisors from NAREDCO member organisations to strengthen execution standards and quality control. The partners will also promote modern construction technologies, green materials and integrated building solutions, including ready-mix concrete, while exploring support for affordable housing.

Vinod Bahety, CEO – Cement Business, Adani Group, said, “This partnership reflects a shared commitment to nation-building and to creating an ecosystem where quality, innovation, and sustainability are integral to every project. By working closely with NAREDCO, we aim to equip developers with advanced materials, deeper technical support, and structured knowledge platforms that can improve performance across the entire project lifecycle.”

Dr. Niranjan Hiranandani, Chairman, NAREDCO, stated that the association aims to encourage responsible construction practices and promote adoption of green building norms across expanding urban centres.