<mets:mets OBJID="eprint_6379" 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="2026-09-21T17:50:30Z"><mets:agent ROLE="CUSTODIAN" TYPE="ORGANIZATION"><mets:name>Repository Universitas Bojonegoro</mets:name></mets:agent></mets:metsHdr><mets:dmdSec ID="DMD_eprint_6379_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:titleInfo><mods:title>Evalusi Pelaksanaan Proyek Penguatan Tebing Setelah Adendum Kontrak Menggunakan Critical Path Method (CPM) (Studi Kasus: Proyek Penguatan Tebing Desa Kumpulrejo, Kecamatan Parengan, Kabupaten Tuban)</mods:title></mods:titleInfo><mods:name type="personal"><mods:namePart type="given">Pratama</mods:namePart><mods:namePart type="family">Aditya Pratama</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:abstract>Proyek penguatan tebing merupakan pekerjaan infrastruktur yang sensitif terhadap gangguan hidrologi dan perubahan kondisi lapangan. Penelitian ini mengevaluasi pelaksanaan Proyek Penguatan Tebing Desa Kumpulrejo, Kecamatan Parengan, Kabupaten Tuban setelah terjadinya adendum kontrak dengan menggunakan Critical Path Method (CPM). Penelitian menggunakan pendekatan kuantitatif deskriptif dengan studi kasus. Data diperoleh dari wawancara dengan staf ahli konsultan perencana serta dokumen proyek berupa time schedule, gambar kerja, Rencana Anggaran Biaya, dokumen kontrak, dan adendum. Analisis dilakukan melalui identifikasi aktivitas dan ketergantungannya, penyusunan network planning, perhitungan forward pass dan backward pass, penentuan total float, identifikasi jalur kritis, serta analisis crashing melalui penambahan jam kerja. Hasil menunjukkan bahwa jalur kritis terdiri atas aktivitas A1, A2, A3, A6, B1, B2, B3, B4, B5, B6, B7, B8, B11, B12, B13, B14, dan B15. Durasi proyek berdasarkan penjadwalan CPM pada kondisi normal adalah 55 hari kalender. Skenario penambahan satu jam lembur menghasilkan durasi 53 hari, sedangkan penambahan dua jam lembur menghasilkan durasi 48 hari. Dengan demikian, dari dua alternatif yang dianalisis, penambahan dua jam lembur memberikan durasi penyelesaian paling singkat dengan percepatan tujuh hari dan digunakan sebagai dasar penyusunan time schedule hasil evaluasi. Temuan menegaskan bahwa CPM dapat digunakan untuk memusatkan pengendalian pada aktivitas tanpa kelonggaran waktu dan mendukung evaluasi jadwal setelah perubahan kontrak.</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 Sipil</mods:publisher></mods:originInfo><mods:genre>Thesis</mods:genre></mets:xmlData></mets:mdWrap></mets:dmdSec><mets:amdSec ID="TMD_eprint_6379"><mets:rightsMD ID="rights_eprint_6379_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:useAndReproduction>
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