<mets:mets OBJID="eprint_6357" LABEL="Eprints Item" xsi:schemaLocation="http://www.loc.gov/METS/ http://www.loc.gov/standards/mets/mets.xsd http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-3.xsd" xmlns:mets="http://www.loc.gov/METS/" xmlns:mods="http://www.loc.gov/mods/v3" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"><mets:metsHdr CREATEDATE="2026-09-21T18:34:57Z"><mets:agent ROLE="CUSTODIAN" TYPE="ORGANIZATION"><mets:name>Repository Universitas Bojonegoro</mets:name></mets:agent></mets:metsHdr><mets:dmdSec ID="DMD_eprint_6357_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:titleInfo><mods:title>Evaluasi Penjadwalan Pekerjaan pada Proyek Rehabilitasi Puskesmas Kecamatan Bojonegoro menggunakan metode Precedence Diagram Method (PDM)</mods:title></mods:titleInfo><mods:name type="personal"><mods:namePart type="given">Hermansyah</mods:namePart><mods:namePart type="family">Angga Hermansyah</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:abstract>Proyek konstruksi sering mengalami keterlambatan akibat kurang optimalnya perencanaan dan pengendalian waktu, termasuk pada Proyek Rehabilitasi Puskesmas Kecamatan Bojonegoro yang memiliki kompleksitas hubungan ketergantungan antaraktivitas pekerjaan. Penelitian ini bertujuan menganalisis penjadwalan proyek guna mengidentifikasi lintasan kritis serta memperoleh durasi penyelesaian yang lebih optimal. Kajian pustaka yang digunakan meliputi teori manajemen proyek, manajemen waktu, penjadwalan proyek, serta Precedence Diagram Method (PDM) sebagai metode berbasis jaringan kerja Activity on Node yang mampu menggambarkan hubungan Finish to Start, Start to Start, Finish to Finish, dan Start to Finish antaraktivitas. Penelitian menggunakan metode kuantitatif deskriptif dengan pendekatan studi kasus, dibantu perangkat lunak Microsoft Project 2021. Pengumpulan data dilakukan melalui teknik dokumentasi terhadap dokumen proyek seperti Rencana Anggaran Biaya, time schedule, gambar kerja, dan Surat Perjanjian Kerja, dengan teknik sampling jenuh terhadap seluruh aktivitas pekerjaan. Hasil analisis perhitungan maju dan mundur menunjukkan 21 aktivitas termasuk dalam lintasan kritis. Melalui penambahan satu jam kerja lembur pada aktivitas kritis (crashing), durasi proyek berhasil dipersingkat dari 120 hari kalender menjadi 103 hari kalender, atau berkurang 17 hari (14,17%). Dapat disimpulkan bahwa penerapan metode PDM efektif dalam mengoptimalkan jadwal pelaksanaan proyek rehabilitasi bangunan.</mods:abstract><mods:classification authority="lcc">Prodi Teknik Sipil</mods:classification><mods:originInfo><mods:dateIssued encoding="iso8601">2026-07-29</mods:dateIssued></mods:originInfo><mods:originInfo><mods:publisher>Sains dan Teknik;Teknik Spil</mods:publisher></mods:originInfo><mods:genre>Thesis</mods:genre></mets:xmlData></mets:mdWrap></mets:dmdSec><mets:amdSec ID="TMD_eprint_6357"><mets:rightsMD ID="rights_eprint_6357_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:useAndReproduction>
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