Please use this identifier to cite or link to this item: http://ir.juit.ac.in:8080/jspui/jspui/handle/123456789/5588
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dc.contributor.authorAhmad, Irshad-
dc.contributor.authorKar, Santu [Guided by]-
dc.date.accessioned2022-08-04T17:14:38Z-
dc.date.available2022-08-04T17:14:38Z-
dc.date.issued2017-
dc.identifier.urihttp://ir.juit.ac.in:8080/jspui//xmlui/handle/123456789/5588-
dc.description.abstractThe construction of tunnel is important for different purposes. They can be constructed for railways, roadways, pedestrian footways and can be built in hard rock, soft ground, river bed and are also used to convey Hydro electric power, water stream, or as a sewer. The construction of Diversion Tunnel, Pressure Shaft, and Tailrace Tunnel to convey water is considered in this project. To identify different activities and their cycle time is calculated. Scheduling for different activity is carried out with the help of Primavera Software which is shown at result page. Cost Estimation in Diversion Tunnel, Pressure Shaft, and Tailrace Tunnel is also calculated. Excavation in heading and benching, Rock bolt support work, lining work is considered for cycle time and cost estimation calculation in DT, PS, and TRT. Excavation is carried out by two methods drill and blast method, and by Roadheader. Cost estimation is also carried out by two methods. The comparison of two methods adopted for excavation work and cost estimation has been carried outen_US
dc.language.isoenen_US
dc.publisherJaypee University of Information Technology, Solan, H.P.en_US
dc.subjectHeadingen_US
dc.subjectBenchingen_US
dc.subjectCycle timeen_US
dc.subjectLiningen_US
dc.subjectRock boltsen_US
dc.subjectDiversion tunnelen_US
dc.titleScheduling and Cost Estimation of Underground Work in Hydroelectric Projecten_US
dc.typeProject Reporten_US
Appears in Collections:Dissertations (M.Tech.)

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