By
Mr. S.L. Ghorpade
Under the guidance of Prof. A.B. Shendge
Dattakala Group of Institutions Faculty of Engineering, Swami – Chincholi (Bhigwan).
Abstract- The 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 Hydroelectric 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 Scheduling of different activities by various methods Network Diagram, C.P.M., P.E.R.T. and their cycle time is calculated. Scheduling for different activity is carried out with the help of Network Diagram & Primavera Software will be carried out in a project stage II. Study of Estimation for a Diversion Tunnel, Pressure Shaft, and Tailrace Tunnel by both methods. Excavation in heading and benching, Rock bolt support work, lining work is considered for cycle time and cost estimation calculation in Diversion Tunnel, Pressure Shaft, and Tailrace Tunnel. Estimation is also carried out by two methods. The comparison of two methods adopted for excavation work and estimation will be carried out in a project stage II.
Keywords- Scheduling, C.P.M., P.E.R.T., Gantt chart, Network Diagram, Estimation, Heading, Benching, Cycle time, Lining, Rock Bolts, Diversion Tunnel, Pressure Shaft, Tailrace Tunnel.
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Hello everyone I have a doubt.We constructed a building 18×30=540 Sq.ft 18 ft is from north to south and 30 ft from east to west with ground floor and first floor.In the terrace we are constructing a head room in the south east(Agni moola) and thought placing the two syntax tank (500 liters each)on top of the head room.But the problem is some one told us the south east(Agni moola) can’t go higher than the south west(Kubera moola). So what we thought was just construct columns,beams and slab in the south west(Kubera moola) and place the two syntax tank on top of the slab.The slab dimension is 18×11’6″. In this 18 x 11’6″ area we have six columns.Two columns in the first and two in the middle and two in the last.But the problem now is only one column rod is extending up to the terrace.That column rod is middle one.The other five column rods were cutted for making parapet walls.So now the other columns rods is up to the first floor top slab and not up to the terrace. What can we do to construct the columns beams slab and place the two syntax tank on top?
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