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Paper ID:IJSREM62354

“Comparative Cost Analysis of SuperArch Bridge and PowerArch Bridge”

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM62354

Volume:

10 |

5 |

May 2026

Pages:

1-8

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM62354

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

Mr. Ankit Bhongade

Mr. Ankit Bhongade

Civil Engineering

Priyadarshini Bhagwati College of Engineering, Nagpur

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MMM

Mr. Manthan Meshram

Civil Engineering

Priyadarshini Bhagwati College of Engineering, Nagpur

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MOD

Mr. Om Dixit

Civil Engineering

Priyadarshini Bhagwati College of Engineering, Nagpur

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MKJ

Mr. Kshitij Jagnale

Civil Engineering

Priyadarshini Bhagwati College of Engineering, Nagpur

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MAS

Mr. Anshul Sangode

Civil Engineering

Priyadarshini Bhagwati College of Engineering, Nagpur

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MHP

Mr. Harshal Puri

Civil Engineering

Priyadarshini Bhagwati College of Engineering, Nagpur

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DMP

Dr. MGMH Pathan

Civil Engineering

Priyadarshini Bhagwati College of Engineering, Nagpur

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ECTP

Er. Chetan T. Pawar

Civil Engineering

Priyadarshini Bhagwati College of Engineering, Nagpur

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Mentors

PPMM

Prof. P. M. Mankar

Civil Engineering

Priyadarshini Bhagwati College of Engineering, Nagpur

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Abstract

Cost-effective bridge selection remains a critical challenge in infrastructure development, particularly for rural and medium-span crossings. This study presents a comparative cost analysis of SuperArch and PowerArch bridge systems using a practical engineering approach based on General Arrangement Drawings (GAD) and Maharashtra PWD Schedule of Rates (SSR). Three span configurations for each system were analysed through detailed quantity take-off and Excel-based estimation. The results demonstrate that SuperArch bridges achieve approximately 7-10% lower construction cost compared to PowerArch bridges for similar bridge lengths. This reduction is primarily attributed to minimization of substructure components and elimination of reinforcement steel. In contrast, PowerArch bridges provide greater span capability and modular construction advantages, but incur higher initial costs due to advanced materials such as HDPE pipes, GFRP reinforcement, and Self-Compacting Concrete (SCC). The study identifies span optimization and substructure reduction as the dominant factors governing bridge cost, providing a practical framework for engineers to select suitable bridge systems under real field conditions.

KEYWORDS

Key Words: SuperArch PowerArch Cost Analysis GAD SSR Bridge Estimation Arch Bridge Infrastructure Economics

Cite This Article

Mr. Ankit Bhongade, Mr. Manthan Meshram, Mr. Om Dixit, Mr. Kshitij Jagnale, Mr. Anshul Sangode, Mr. Harshal Puri, Dr. MGMH Pathan, Er. Chetan T. Pawar, Prof. P. M. Mankar, "“Comparative Cost Analysis of SuperArch Bridge and PowerArch Bridge”," International Journal of Scientific Research in Engineering and Management, vol. 10, no. 5, pp. 1-8, May 2026. https://doi.org/10.55041/IJSREM62354

Full Article/Conclusion

This study presents a GAD-based comparative cost analysis of SuperArch and PowerArch bridge systems using SSR rates. The results show that the SuperArch bridge achieves a minimum cost of ₹5.23 Cr, which is approximately 7–10% lower than the PowerArch bridge (₹5.63 Cr) for comparable spans. The analysis clearly indicates that substructure components (abutments, piers, and foundation) are the dominant contributors to total cost. Reduction in the number of piers through span optimization leads to significant savings in excavation and concrete, making it the most effective strategy for cost reduction. Although the PowerArch system offers advantages such as larger span capability and modular construction, its cost is higher due to the arch ring system and use of advanced materials.   ·        SuperArch → Best for economical, medium-span bridges ·        PowerArch → Suitable for larger spans and advanced construction needs   This study provides a practical and field-oriented framework for selecting cost-efficient bridge systems using GAD and SSR-based estimation.

References

1.       Long, A.E., Henderson, G.D., Montgomery, F.R.: Accelerated bridge construction using precast concrete arch systems. Construction and Building Materials 45, 1–10 (2014) 2.       Long, A.E., Henderson, G.D., Rankin, G.I.B.: Innovative precast arch bridge systems for rapid construction. Engineering Structures 165, 1–12 (2018) 3.       Fanning, P., Boothby, T.E.: Three-dimensional modelling and analysis of masonry arch bridges. Computers & Structures 79(29–30), 2645–2656 (2001) 4.       Taylor, S.E., Rankin, G.I.B., Fanning, P.: Load testing and analysis of masonry arch bridges. Journal of Bridge Engineering 11(3), 315–322 (2006) 5.       Almeida, J.C.: Bridge construction: An economical and sustainable approach. Journal of Infrastructure Systems 28(2), 1–12 (2022) 6.       Natarajan, M.N.: Estimating and Costing in Civil Engineering. Dhanpat Rai Publications, New Delhi (2012) 7.       Khanna, S.K., Justo, C.E.G., Veeraragavan, A.: Highway Engineering. Nem Chand & Bros., New Delhi (2017) 8.       Vazirani, V.N., Ratwani, M.M.: Design of Concrete Structures. Khanna Publishers, New Delhi (2010) 9.       Ajay, A.K.: Analysis and design of T-beam bridge for cost optimization. International Journal of Civil Engineering Research 8(3), 45–52 (2017) 10.    Jawad, D.A.M.: Dynamic analysis of bridges under moving loads. International Journal of Structural Engineering 5(2), 89–96 (2010) 11.    IRC:5-2015: Standard specifications and code of practice for road bridges. Indian Roads Congress, New Delhi (2015) 12.    Maharashtra PWD: Schedule of Rates (SSR). Public Works Department, Government of Maharashtra (2023) 13.    PowerArch Innovations Pvt. Ltd.: PowerArch bridge system – technical documentation and case studies (2024)

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Publication Date

5/3/2026

Peer Review Type

Double-Blind Peer Review

Review Rounds: 2

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