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

FORNNAX Appoints Dieter Jerschl as Sales Partner for Central Europe

Published

2 weeks ago

February 5, 2026

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FORNNAX TECHNOLOGY has appointed industry veteran Dieter Jerschl as its new sales partner in Germany to strengthen its presence across Central Europe. The partnership aims to accelerate the adoption of FORNNAX’s high-capacity, sustainable recycling solutions while building long-term regional capabilities.

FORNNAX TECHNOLOGY, one of the leading advanced recycling equipment manufacturers, has announced the appointment of a new sales partner in Germany as part of its strategic expansion into Central Europe. The company has entered into a collaborative agreement with Mr. Dieter Jerschl, a seasoned industry professional with over 20 years of experience in the shredding and recycling sector, to represent and promote FORNNAX’s solutions across key European markets.

Mr. Jerschl brings extensive expertise from his work with renowned companies such as BHS, Eldan, Vecoplan, and others. Over the course of his career, he has successfully led the deployment of both single machines and complete turnkey installations for a wide range of applications, including tyre recycling, cable recycling, municipal solid waste, e-waste, and industrial waste processing.

Speaking about the partnership, Mr. Jerschl said,
“I’ve known FORNNAX for over a decade and have followed their growth closely. What attracted me to this collaboration is their state-of-the-art & high-capacity technology, it is powerful, sustainable, and economically viable. There is great potential to introduce FORNNAX’s innovative systems to more markets across Europe, and I am excited to be part of that journey.”

The partnership will primarily focus on Central Europe, including Germany, Austria, and neighbouring countries, with the flexibility to extend the geographical scope based on project requirements and mutual agreement. The collaboration is structured to evolve over time, with performance-driven expansion and ongoing strategic discussions with FORNNAX’s management. The immediate priority is to build a strong project pipeline and enhance FORNNAX’s brand presence across the region.

FORNNAX’s portfolio of high-performance shredding and pre-processing solutions is well aligned with Europe’s growing demand for sustainable and efficient waste treatment technologies. By partnering with Mr. Jerschl—who brings deep market insight and established industry relationships—FORNNAX aims to accelerate adoption of its solutions and participate in upcoming recycling projects across the region.

As part of the partnership, Mr. Jerschl will also deliver value-added services, including equipment installation, maintenance, and spare parts support through a dedicated technical team. This local service capability is expected to ensure faster project execution, minimise downtime, and enhance overall customer experience.

Commenting on the long-term vision, Mr. Jerschl added,
“We are committed to increasing market awareness and establishing new reference projects across the region. My goal is not only to generate business but to lay the foundation for long-term growth. Ideally, we aim to establish a dedicated FORNNAX legal entity or operational site in Germany over the next five to ten years.”

For FORNNAX, this partnership aligns closely with its global strategy of expanding into key markets through strong regional representation. The company believes that local partnerships are critical for navigating complex market dynamics and delivering solutions tailored to region-specific waste management challenges.

“We see tremendous potential in the Central European market,” said Mr. Jignesh Kundaria, Director and CEO of FORNNAX.
“Partnering with someone as experienced and well-established as Mr. Jerschl gives us a strong foothold and allows us to better serve our customers. This marks a major milestone in our efforts to promote reliable, efficient and future-ready recycling solutions globally,” he added.

This collaboration further strengthens FORNNAX’s commitment to environmental stewardship, innovation, and sustainable waste management, supporting the transition toward a greener and more circular future.

Concrete

Budget 2026–27 infra thrust and CCUS outlay to lift cement sector outlook

Published

2 weeks ago

February 2, 2026

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Higher capex, city-led growth and CCUS funding improve demand visibility and decarbonisation prospects for cement

Mumbai

Cement manufacturers have welcomed the Union Budget 2026–27’s strong infrastructure thrust, with public capital expenditure increased to Rs 12.2 trillion, saying it reinforces infrastructure as the central engine of economic growth and strengthens medium-term prospects for the cement sector. In a statement, the Cement Manufacturers’ Association (CMA) has welcomed the Union budget 2026-27 for reinforcing the ambitions for the nation’s growth balancing the aspirations of the people through inclusivity inspired by the vision of Narendra Modi, Prime Minister of India, for a Viksit Bharat by 2047 and Atmanirbharta.

The budget underscores India’s steady economic trajectory over the past 12 years, marked by fiscal discipline, sustained growth and moderate inflation, and offers strong demand visibility for infrastructure linked sectors such as cement.

The Budget’s strong infrastructure push, with public capital expenditure rising from Rs 11.2 trillion in fiscal year 2025–26 to Rs 12.2 trillion in fiscal year 2026–27, recognises infrastructure as the primary anchor for economic growth creating positive prospects for the Indian cement industry and improving long term visibility for the cement sector. The emphasis on Tier 2 and Tier 3 cities with populations above 5 lakh and the creation of City Economic Regions (CERs) with an allocation of Rs 50 billion per CER over five years, should accelerate construction activity across housing, transport and urban services, supporting broad based cement consumption.

Logistics and connectivity measures announced in the budget are particularly significant for the cement industry. The announcement of new dedicated freight corridors, the operationalisation of 20 additional National Waterways over the next five years, the launch of the Coastal Cargo Promotion Scheme to raise the modal share of waterways and coastal shipping from 6 per cent to 12 per cent by 2047, and the development of ship repair ecosystems should enhance multimodal freight efficiency, reduce logistics costs and improve the sector’s carbon footprint. The announcement of seven high speed rail corridors as growth corridors can be expected to further stimulate regional development and construction demand.

Commenting on the budget, Parth Jindal, President, Cement Manufacturers’ Association (CMA), said, “As India advances towards a Viksit Bharat, the three kartavya articulated in the Union Budget provide a clear context for the Nation’s growth and aspirations, combining economic momentum with capacity building and inclusive progress. The Cement Manufacturers’ Association (CMA) appreciates the Union Budget 2026-27 for the continued emphasis on manufacturing competitiveness, urban development and infrastructure modernisation, supported by over 350 reforms spanning GST simplification, labour codes, quality control rationalisation and coordinated deregulation with States. These reforms, alongside the Budget’s focus on Youth Power and domestic manufacturing capacity under Atmanirbharta, stand to strengthen the investment environment for capital intensive sectors such as Cement. The Union Budget 2026-27 reflects the Government’s focus on infrastructure led development emerging as a structural pillar of India’s growth strategy.”

He added, “The Rs 200 billion CCUS outlay for various sectors, including Cement, fundamentally alters the decarbonisation landscape for India’s emissions intensive industries. CCUS is a significant enabler for large scale decarbonisation of industries such as Cement and this intervention directly addresses the technology and cost requirements of the Cement sector in context. The Cement Industry, fully aligned with the Government of India’s Net Zero commitment by 2070, views this support as critical to enabling the adoption and scale up of CCUS technologies while continuing to meet the Country’s long term infrastructure needs.”

Dr Raghavpat Singhania, Vice President, CMA, said, “The government’s sustained infrastructure push supports employment, regional development and stronger local supply chains. Cement manufacturing clusters act as economic anchors across regions, generating livelihoods in construction, logistics and allied sectors. The budget’s focus on inclusive growth, execution and system level enablers creates a supportive environment for responsible and efficient expansion offering opportunities for economic growth and lending momentum to the cement sector. The increase in public capex to Rs 12.2 trillion, the focus on Tier 2 and Tier 3 cities, and the creation of City Economic Regions stand to strengthen the growth of the cement sector. We welcome the budget’s emphasis on tourism, cultural and social infrastructure, which should broaden construction activity across regions. Investments in tourism facilities, heritage and Buddhist circuits, regional connectivity in Purvodaya and North Eastern States, and the strengthening of emergency and trauma care infrastructure in district hospitals reinforce the cement sector’s role in enabling inclusive growth.”

CMA also noted the Government’s continued commitment to fiscal discipline, with the fiscal deficit estimated at 4.3 per cent of GDP in FY27, reinforcing macroeconomic stability and investor confidence.

Concrete

Steel: Shielded or Strengthened?

CW explores the impact of pro-steel policies on construction and infrastructure and identifies gaps that need to be addressed.

Published

2 weeks ago

January 31, 2026

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Going forward, domestic steel mills are targeting capacity expansion
of nearly 40 per cent through till FY31, adding 80-85 mt, translating
into an investment pipeline of $ 45-50 billion. So, Jhunjhunwala points
out that continuing the safeguard duty will be vital to prevent a surge
in imports and protect domestic prices from external shocks. While in
FY26, the industry operating profit per tonne is expected to hold at
around $ 108, similar to last year, the industry’s earnings must
meaningfully improve from hereon to sustain large-scale investments.
Else, domestic mills could experience a significant spike in industry
leverage levels over the medium term, increasing their vulnerability to
external macroeconomic shocks.(~$ 60/tonne) over the past one month,
compressing the import parity discount to ~$ 23-25/tonne from previous
highs of ~$ 70-90/tonne, adds Jhunjhunwala. With this, he says, “the
industry can expect high resistance to further steel price increases.”

Domestic HRC prices have increased by ~Rs 5,000/tonne
“Aggressive
capacity additions (~15 mt commissioned in FY25, with 5 mt more by
FY26) have created a supply overhang, temporarily outpacing demand
growth of ~11-12 mt,” he says…

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