1
ABSTRACT Devianto, B. 2016. Methods Of Implementation and The Budgeting of Bridge Box Culvert Type at Biu River Paser District East Borneo. Final Project. Civil Engineering Department, State Polytechnic of Malang. Advisor I: Drs. Susapto, MT Advisor II: Drs. Armin Naibaho, ST., MT. The bridge box culvert at Biu river Paser District with length 55 m, width 17 m, and high 4,5 m. The shapes of this bridge is bottom slab, wall, slab top and wing wall. The purpose of this final project is to find out the Work Breakdown Structure (WBS), implementation method, working duration, and estimate the cost. The required data were of tecnical drawings and material and work unit price Standard National Indonesia 2016. Precedence Diagram Method (PDM), and S-Curve was used for scheduling. The planning results in Work Breakdown Structure (WBS) based on the planned work to arrange work item of preparation, excavation, sructure, and refill, on level 1; ready mix using pump, 334 work days or 57 weeks on at IDR 16,335,411,000. Key words : planning the costs, implementation schedule, PDM, S- curve vi

Abstract mk jembatan

  • Upload
    sukri

  • View
    212

  • Download
    0

Embed Size (px)

DESCRIPTION

manajemen konstruki jembatan

Citation preview

Page 1: Abstract mk jembatan

ABSTRACT

Devianto, B. 2016. Methods Of Implementation and The Budgeting of Bridge Box Culvert Type at Biu River Paser District East Borneo. Final Project. Civil Engineering Department, State Polytechnic of Malang. Advisor I: Drs. Susapto, MT Advisor II: Drs. Armin Naibaho, ST., MT.

The bridge box culvert at Biu river Paser District with length 55 m, width 17 m, and high 4,5 m. The shapes of this bridge is bottom slab, wall, slab top and wing wall. The purpose of this final project is to find out the Work Breakdown Structure (WBS), implementation method, working duration, and estimate the cost.

The required data were of tecnical drawings and material and work unit price Standard National Indonesia 2016. Precedence Diagram Method (PDM), and S-Curve was used for scheduling.

The planning results in Work Breakdown Structure (WBS) based on the planned work to arrange work item of preparation, excavation, sructure, and refill, on level 1; ready mix using pump, 334 work days or 57 weeks on at IDR 16,335,411,000.

Key words : planning the costs, implementation schedule, PDM, S-curve

vi