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Analisis Biaya Struktur Bawah: Perbandingan Rab Fondasi Batu Kali Dan Fondasi Lajur Beton Pada Rumah Sederhana Tipe 36 (Studi: Belopa) Firdha Sudirman; Anggel Erpa Erong Pakiding
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 2 (2026): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i2.1985

Abstract

The substructure is an essential part of building construction that serves as a which transfers building loads safely to the underlying soil. This study aims to analyze the cost comparisons between two types of foundations commonly used in simple type 36 house, namely stone foundation and concrete strip foundation. The method used was quantitative comparative analysis by calculating the Cost Budget Plan (RAB) of both types of foundations based on work volume and unit price of materials as well as labor wages. The results of the study showed that total cost of stone foundation amounted to IDR24,725,953 while concrete strip foundation was IDR39,475,448 hence there is a difference in cost of IDR14,749,495. Based on these results, stone foundations are more economical for simple homes in stable soil conditions, while concrete strip foundations are better suited to buildings that require higher structural strength.  
Perhitungan Rab Rumah Sederhana Dengan Tinggi Plafon 3 Meter Vs 3,5 Meter Gebi Gebi; Anggel Erpa Erong Pakiding
Jurnal Ilmu Teknik Sipil Indonesia Vol. 2 No. 2 (2026): JITESNA - Juli
Publisher : CV. SINAR HOWUHOWU

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70134/jitesna.v2i2.2006

Abstract

Ceiling height in residential homes plays a vital role in regulating indoor air circulation and enhancing passive thermal comfort, particularly in tropical coastal environments such as Palopo City. While elevating ceiling height improves indoor environmental quality by increasing air volume and facilitating natural ventilation, it directly increases the volume of vertical architectural and structural elements, thereby impacting overall construction expenditure. This research investigates the financial implications of increasing ceiling height from 3.0 meters (Model A) to 3.5 meters (Model B) in a simple Type 36 residential unit. The study adopts a comparative quantitative descriptive approach utilizing basic mathematical geometric calculations to determine volume changes, combined with the standard activity unit pricing (AHSP) of Palopo City. The evaluation reveals that a 0.5-meter vertical extension produces an 18.6% increase in vertical surface material requirements, including practical column concrete volume (from 0.399 m³ to 0.466 m³), red brick masonry (from 112.50 m² to 133.50 m²), as well as plastering, acian, and wall painting areas (each increasing from 225.00 m² to 267.00 m²). Consequently, the total estimated construction budget (RAB) rises from Rp 97,650,000 for Model A to Rp 103,500,000 for Model B, creating an absolute cost difference of Rp 5,850,000 or a 5.99% overall budget increase. The cost increment is heavily driven by wall masonry, plastering, acian, and painting work, which account for Rp 5,540,000 (94.7%) of the total difference, while structural column extensions contribute Rp 310,000 (5.3%). In conclusion, allocating a 5.99% cost premium is a rational engineering investment for long-term thermal comfort in tropical regions, provided budget constraints permit.  
Co-Authors Atikah Aulia Anton Firdha Sudirman Fitriani Fitriani Fretty Sumbung Parerung Gebi Gebi Herlina Herlina Intang Intang Islah Audziah Putri Beang Miftahul Hairia Noviana Noviana Nur Ainun Putri Rahayu Putri Rahayu *Utti Raznilawati Raznilawati