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A Comparative Study on Conventional, Preengineered and Precast Construction Methods using BIM in India

DOI : https://doi.org/10.5281/zenodo.20378659
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A Comparative Study on Conventional, Preengineered and Precast Construction Methods using BIM in India

Abhishek Bendre

M.Tech Construction Management (PG) D. Y. Patil College of Engineering, Akurdi, Pune, India

Prof. Dr. S. M. Shiyekar

Professor, Department of Civil Engineering D. Y. Patil College of Engineering, Akurdi, Pune, India

A. Abstract

Rapid urbanization, the housing shortage and government schemes like Pradhan Mantri Awas Yojana (PMAY) and the National Infrastructure Pipeline are driving the major transformation of the Indian construction industry. The demand for faster, economical and green infrastructure development is becoming more and more difficult for conventional construction approaches. This research compares the conventional R.C.C, precast construction and Pre-Engineered Building (PEB) construction and further adds the integration of BIM system in order to compare their performance in terms of cost, time, efficiency and sustainability.

The research method used in this study was a combination of the two, namely mixed methods which included both qualitative analysis (literature-based) and BIM-based research (simulation-based). The study provides a clear evidence on the benefits of pre-engineered and precast systems in terms of reducing the project duration and efficiency of material usage as compared to conventional RCC construction system. While the upfront cost of precast is a little bit more expensive, the cost savings realized in time saved, labor reduction, and rework are significant. BIM integration enabled enhanced quantity estimation, clash detection, scheduling and project coordination.

BIM enabled precast and pre-engineered construction technique is found to be a feasible and sustainable approach for recent construction projects in India particularly for large scale housing and industrial constructions.

Keywords: Conventional Construction, Precast Construction, Pre-Engineered Buildings, BIM, Cost Analysis, Time Analysis, Sustainability, Indian Construction Industry.

  1. INTRODUCTION

    1. Background and Context

      The construction sector forms part of the largest sector and is also playing significant role in the development of infrastructures in India. It accounts for almost 9% of the

      Indian GDP and employs over 50 million people in India. With the acceleration of urbanization, rising housing needs

      and big infrastructure projects, the industry is now under pressure to use quicker, more efficient construction methods.

      The traditional construction of Indian buildings has been mainly based on cast-in-situ conventional reinforced cement concrete (RCC). While these techniques are popular, versatile, and accepted, they are time-consuming and labor intensive, and sometimes can be subject to material losses and weather conditions.

      The employment of modern construction technology like PreCast Construction and PreEngineered Buildings (PEB) are gaining popularity as efficient alternative solutions. With these systems, it is possible to produce structural components in a factory that ensure better quality control, quicker construction, and less activity on site.

      Building Information Modeling (BIM) is a key technological solution for these new construction systems. BIM allows for digital modeling, quantities, clash detection, scheduling and project coordination through the project lifecycle.Development of Construction Techniques in India Indian construction practices have evolved slowly compared to developed countries.

      While countries such as Japan and Singapore adopted prefabrication systems decades ago, India continued relying on conventional RCC due to low labor costs and flexible construction practices.

      However, recent reforms such as GST, RERA, Smart Cities Mission, and PMAY have encouraged the adoption of industrialized construction systems.

      Large developers and infrastructure companies are increasingly adopting precast and PEB technologies to reduce project delays and improve construction quality.

    2. Role of BIM in Modern Construction

      BIM acts as an integrated digital platform connecting design, estimation, scheduling, and execution processes. In precast construction, BIM plays a critical role in ensuring

      dimensional accuracy and coordination between structural and MEP systems.

      BIM allows:

      • 3D visualization of building components

      • 4D scheduling and construction simulation

      • 5D quantity and cost estimation

      • Clash detection and coordination

      • Improved project management and communication

        The use of BIM significantly reduces errors, rework, and construction delays.

    3. Problem Statement

      Although the precast and BIM technologies have their benefits, they have not taken root in India because of expensive initial investment, lack of skilled workforce, lack of logistical support and incorrect cost perceptions.

      Comparative study based on the construction environment in India is required to assess the feasibility of using precast construction methods and RCC construction methods, through BIM based analysis.

      The objectives of this research are:

      FIG 1

      The objectives of this research are:

      • To compare the cost of conventional RCC and precast construction systems.

      • To analyze construction time differences between both systems.

      • To evaluate material and structural efficiency using BIM.

      • To study the role of BIM in improving project coordination and efficiency.

      • To identify challenges and benefits associated with precast construction in India. MAKE IMAGE

    4. Scope of Study

      The study focuses on:

      • G+4 residential building projects

      • Conventional RCC and precast construction systems

      • BIM-based quantity take-off and scheduling

      • Cost, time, material efficiency, and sustainability analysis

        The study excludes land acquisition costs and legal aspects of contracts.

  2. LITERATURE REVIEW

    The use of prefabrication and BIM in construction projects has been investigated by several researchers.

    Research in developed nations has shown benefits of precast construction, such as increased quality, decreased reliance on labor and shortened construction times. Challenges identified by researchers in India are the logistics, skilled manpower and higher initial costs.

    It was also concluded from the research that BIM definitely aids in the coordination of the project and reduces clashes during the execution phase. BIM-based precast construction results in dimensional accuracy and less construction waste. Previous studies concluded that:

      • Precast systems reduce construction time by 1560%

      • Material wastage is lower in precast systems

      • BIM improves project scheduling and quantity estimation

      • Conventional construction has lower initial cost but higher indirect expenses

    The literature confirms that BIM-supporte precast construction can improve project efficiency and sustainability in the Indian construction industry.

  3. RESEARCH METHODOLOGY

    1. Research Approach

      This study adopts a mixed-method research approach combining quantitative BIM analysis and qualitative literature review.

      Two construction systems were analyzed:

      • Conventional RCC Construction

      • Precast/Pre-Engineered Construction

        Both models were developed using identical geometric and structural parameters to ensure accurate comparison.

    2. Data Collection

      1. Primary Data

        A G+4 residential building was modeled using:

        • Autodesk Revit 2024

        • Navisworks Manage

          Both conventional RCC and precast models were developed to LOD 300.

      2. Secondary Data

        Data was collected from:

        • Research journals

        • IS codes

        • Government reports

        • BIM case studies

    3. BIM Modeling and Simulation

      1. Modeling

        Autodesk Revit was used for:

        • Structural modeling

        • Quantity take-off

        • Material estimation

      2. Simulation

        Navisworks Manage was used for:

        • 4D scheduling

        • Construction sequence simulation

        • Time analysis

    4. Evaluation Parameters

      The comparison was carried out based on:

      • Cost analysis

      • Time analysis

      • Material efficiency

      • Structural performance

      • Sustainability

      • Safety

  4. DATA ANALYSIS AND RESULTS

    1. Case Study Description

      The selected case study is a G+4 residential building with:

      • Building size: 25 m × 20 m

      • Built-up area per floor: 3000 sq.ft

      • Total built-up area: 15000 sq.ft

      • Floor-to-floor height: 3 m

        Both construction systems used identical foundation and structural layouts.

    2. Cost Analysis

      The material cost comparison was obtained from BIM-generated quantity take-offs.

      1. Table 1: Comparison of Structural Material Cost

        Sr.

        No.

        Material

        Conventional Construction (Rs.)

        Precast Construction (Rs.)

        1

        Cement

        17,86,400

        24,66,360

        2

        TMT Steel

        27,84,000

        37,38,800

        3

        Sand

        4,45,440

        5,75,200

        4

        Coarse Aggregate

        7,42,400

        10,35,360

        Total

        Material Cost

        57,58,240

        78,15,720

        Fig 2 Material cost comprassion

        Table 2: Wall Construction Cost

        Item

        Conventional Construction (Rs.)

        Precast Construction (Rs.)

        Wall Construction

        Cost

        19,76,000

        58,44,000

      2. Table 3: Total Construction Cost

      Description

      Conventional Construction (Rs.)

      Precast Construction (Rs.)

      Structural Material Cost

      57,58,240

      78,15,720

      Wall Construction Cost

      19,76,000

      58,44,000

      Total Cost

      77,34,240

      1,36,59,720

      The analysis shows that precast construction has a higher initial material cost due to factory manufacturing, transportation, and erection requirements. However, indirect savings are achieved through reduced labor, reduced formwork, and minimized rework.

      Fig.3 Total Construction Cost

    3. Time Analysis

      Conventional RCC construction follows a sequential process requiring:

      • Formwork erection

      • Reinforcement placement

      • Concrete pouring

      • Curing period

        This increases overall project duration.

        Precast construction allows parallel activities where structural components are manufactured off-site while foundation work continues on-site.

        The BIM-based schedule analysis indicates that precast construction significantly reduces project duration by eliminating curing delays and reducing site dependency.

    4. Structural and Material Efficiency

      BIM quantity take-offs indicate that precast construction improves material efficiency through:

      • Optimized structural sections

      • Hollow-core slabs

      • Reduced concrete volume

      • Efficient reinforcement usage

    The precast system also demonstrates improved stiffness, reduced deflection, and better load distribution.

  5. FINDINGS

    The major findings of this study are:

    1. Conventional RCC construction has lower initial material cost.

    2. Precast construction significantly reduces project duration.

    3. BIM improves quantity estimation and project coordination.

    4. Precast systems reduce labor dependency and construction waste.

    5. Structural efficiency is higher in precast systems.

    6. BIM-enabled construction minimizes rework and clashes.

    7. Precast construction offers better long-term durability and quality control.

  6. CONCLUSION

This comparative study verifies that there are significant advantages of precast and pre-engineered construction systems over the conventional RCC construction in terms of construction speed, structural efficiency and the quality control.

Despite initial material cost, precast construction can save time, labor and other costs.

The added investment is offset by dependency, and site-related inefficiencies.

BIM was successfully applied to quantity estimation, scheduling, coordination and visualization of a project. The adoption of BIM for precast construction can have a positive impact on the efficiency and sustainability of the construction sector in India.

As a result, BIM supported precast construction can be seen as a viable and effective approach for the future construction projects of residential buildings and infrastructure in India.

REFERENCES

  1. R. Dinesh Kumar, K. S. Anandh, and V. Prasath Kumar, A cost comparison study of precast and conventional construction for multi-storey residential buildings in Chennai, International Journal of Civil Engineering and Technology, vol. 6, no. 4, pp. 142, 2015.

  2. R. Agarwal and S. Verma, Pre-engineered building systems: A comparative study of construction time and cost in Indian industrial projects, Journal of Construction Engineering and Management, vol. 18, no. 2, pp. 4558, 2020.

  3. A. Kulkarni, P. Joshi, and V. Sawant, Economic feasibility of precast construction for mass housing in Pune, Journal of the Indian Institute of Architects, vol. 83, no. 6, pp. 2837, 2018.

  4. R. Eadie, M. Browne, H. Odeyinka, C. McKeown, and S. McNiff, BIM implementation throughout the UK construction project lifecycle: An analysis, Automation in Construction, vol. 36, pp. 145151, 2013.

  5. N. Rajput and R. Singh, Barriers and drivers for BIM adoption in the Indian construction industry: A structural equation modelling approach, Journal of Information Technology in Construction, vol. 25, pp. 5672, 2020.

  6. Autodesk, Autodesk Revit 2024 Documentation: Quantity Schedules and Take-Off, Autodesk Inc., 2023.

  7. Bureau of Indian Standards, IS 15916:2010 Building Design and Erection Using Prefabricated Concrete Components: Code of Practice, New Delhi, India: BIS, 2010.

  8. Bureau of Indian Standards, IS 456:2000 Plain and Reinforced Concrete Code of Practice, 4th rev., New Delhi, India: BIS, 2000.

  9. Bureau of Indian Standards, National Building Code of India 2016 Volume 1 & 2, New Delhi, India: BIS, 2016.

  10. Central Public Works Department, National BIM Guidelines for Government Construction Projects, Ministry of Housing and Urban Affairs, Government of India, 2022.