Sushil Niraula Email & Phone Number

Singadurbar

Dolkha , Lamabagar/Gongar

: Involved in reinforcement concrete work for powerhouse cavern(142mX13mX30m), transformer cavern(167mX13mX17m), main valve chamber(19.5mX12.9mX19.5m), main access tunnel pavement including rescue and cable culvert(1.2km), control building tunnel(42.73mX7.8mX8.5m), tailrace tunnel water conduct lining (2.9km), adit gate tunnel and gate cavern diversion system (Tamakoshi V) (52m) and take-off yard. : involved in the construction of 8.06 km head race tunnel eg- invert lining , Rock Support work like grouting, Rockbolts ,Shotcrete,Fibrecrete ,lattice girder etc. : Involved in the construction of vertical surge shaft( 72m ) by Raise boring machine , lining in the surge shaft , Enkadrain installation on vetrical shaft (lower)370 m. : involved in the Full face conctere lining (approx 1 km ) in 6m*6m Head race tunnel where rock classification is 5. : involved in River protection work including gabion retaining walls, concreting wall, coffer dam , Making Drop Structure in the middle of high sloped gongar River etc. : Ensure the quality of works complying with technical specification and contractual requirement .: Following are details features of Project.Type of Development=Peaking Run-of-River Maximum Output=456 MWAnnual Energy =2,281 GWhGross Head=822 mDesign Discharge = 66.0 m 3 /sec Catchment Area = 1,745 km 2Min. Mean Monthly Flow = 14.1 m 3/sec.Mean Annual Flow = 67.2 m3/sec.Design flood Q1,000 = 885.0 m3/secDiversion Dam= 22 m x 60.0 m (H x L)Settling Basins = 2 Nos. L=225 mHeadrace Tunnel = 8.4 km (Cross Sectional Area = 32.14 m2)Penstock (Vertical Shaft and Horizontal Tunnel) = 1,134.0 mPower House (Underground) = 142.0m x 13.0m x 25.0 m Number of units = 6Tailrace Tunnel = 2.9 km (Cross Sectional Area = 35.0 m2)Access Road from Charikot of Dolakha District =68.0 kmTransmission line = 220 kVA Double Circuit, 47.0 km (Gongar to Khimti Substation)Construction Cost = US$ 441 Million (Excluding Interest During Construction)

Gorkha ,Barpak

Emergency School Reconstruction Project Funded By JICA.: As a Civil engineer,Duties and responsibilities were1: line and level check2: site management , labour and staff management (Staffs includes Site manager, Supervisor, Accountant, store keeper, operators etc.3: Relation management with local people,4: cost and time management,5: Coordinating with JICA” s officials From japan , DLPIU(District level project implementation unit ) officials, CLPIU ( Central level project implementation unit )officials. Attending several meetings held by DLPIU, CLPIU and brief them about the progress and challenges of construction at site 6:.Making bar bending schedule of footing, column, lower and upper beams ,staircase, slab etc , Quality control,7: quantity estimation, Labor estimation, Calculation of Quantity of work done by labour for payment,8: making bills of work that has been carried out etc.

Baneshor, Ktm

As a Site engineer Duties were :1. Detail survey For the actual Quantity 2. Supervision of Np 3 pipes kept in drainage replacing Np 2 pipes3. Supervision of 5 cm thick Asphalt , base materials, sub-base materials etc.4. Supervision of construction of footpath, Drainage, Manhole, quality of kerb stone etc.5. Measuring the quantity of work done for the preparation of Bills.6. Making bills of the work that has been carried out7. Official works like Documentation, Writing letters to Contractors in order to accelerate the construction work, Writing letters to NEA etc 8. Held several meetings at NEA and water supply Department for discussion to remove Electric poles and underground water pipes to accelerate the Construction work of Road.

S.L.C, Mathematics And Computer Science

Bachelour, Civil And Rural Engineering

Activities and Societies: Active member of Amnesty International Nepal.

+2, Science