Optimalisasi Waktu Dan Biaya Pada Proyek Jembatan Gantung Karanggeneng / Nawacita Cs Dengan METODE CRITICAL PATH METHOD (CPM)

Wibowo, Wahyu (2020) Optimalisasi Waktu Dan Biaya Pada Proyek Jembatan Gantung Karanggeneng / Nawacita Cs Dengan METODE CRITICAL PATH METHOD (CPM). Masters thesis, Untag 1945 Surabaya.

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Abstract

The asymmetrical suspension bridge of pedestrian consists of two types of spans. They are 42 meters span and 120 meters span with the bridge components made by high carefulness and assembled with bolts. This bridge is made for pedestrians and simple transportations. This bridge has one way with the floor width 1.8 meters and it does not provide any sidewalks. The design of bridge consists of cannons which across the floor on and there is steel deck used for either pedestrians’ access or simple vehicles. The building of suspension bridge with the acceleration of suspension bridge work will add the number of workers and it will absolutely increase the amount of budget so the critical path method is implied. It is used to find out critical way on every working division by making Network Diagram of Critical path Method (CPM) and it shows that there is a critical way on the working project of asymmetrical suspension bridge of pedestrians. They are (A) activity of mobilisation. (B) activity of usual entrenchment, activity of concrete drill pole, diameter 300 milli meters (C), activity of selection hoard from entrenchment sources (D), activity of stone pair (E), activity of steel frame, U32 thread of a screw (G), activity of concrete abutment, pillar (H), activity of bridge materials carrier (I), activity of quality management (L), and activity of management and traffic safety (M) and to prevent the delay of activity of usual entrenchment (The activity B) requires 15 additional workers and 8 additional working overtime hours or 6720 Ʃ and one hour of overtime working hour or 8624Ʃ Man Hour and on the activity of medium quality concrete fc’= 30 MPa for Abutment, pillar (H) to prevent lateness needs 6 additional workers and one additional working overtime hour or 17640 ƩMan Hour with the required payment to prevent the lateness of suspension bridge project at Karanggeneng or Nawacita cs with the amount 108.657.798 Rupiahs

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