Channelization of river beas in Fatehpur constituency and Indora District Kangra HP Sub Head Conduction detailed survey work and providing compete hydraulic data as desired by CWPRS Pune and preparation of DPR from RD 0 to Rd 1200

Amount

Preparation of DPR for providing channelization of beas Khad from 52 Gate to Mirthal Bridage for protection measure/Anti erossion work in Fatehpur and Indora consituency after conducting the detail survey work of the beas river i/c data required by CWPRS Pune for the Mathematical model studies for hydraulic routing and evoling river training works on beas river under JSV Division Fatehpur District Kangra (HP) i/c topograhical suvey with total station /DGPS, plotting and prearation of contour plan on Auto CAD at the suitable scales and approval of the same from competent authority of the department. Preparation of L-section and X-section, complete in all respect to the entire satisfaccion on the Engineer-in-Charge with in all leads, lifts.

Cross sections of Beas River and its tributaries (for the reach under consideration) at an interval of at least 250 m along the length and the dat points along cross section extending from left high bank to right high bank preferably at an interval of 2 to 5 m along the cross section. The cross -section alignment details should be shown on an index map preferably to a scale of 1:15000 i/c other informaitons such as Gaug-Discharge observation site, important structures like bridage, weirs, barrages, water falls etc. across and along the khads proposed protectection works reach etc. The cross section makred on the index plan should clearly indicate the zero chain age. the cross section data may also be given in the form of UTM coordinate or in chainage bed level format in ms-excel files.

Gauge discharge for the rivers, Nallahs under consideration for the study i/c maximum observe discharge with crossponding water levels in the each under consideration, the water levels and the cross-section levels should have same benchmark GTS-MSM.

Maximum observed water level with crossponding discharge valve in beas river and its tributaries (Preferably at permanent structures like bridges/weirs etc) for validation of model.

25/50/100-year return period design discharge for river beas and its tributaries in the each under condideration and its hydraulogical computations other wise the catchment area of each river/ Nallah considered in study along with daily maximum fainfall data for at least 30 years or more in the each under consideration

Topo sheets containing contours covering the whole catchment area of beas river and its tributaries.

Grain size ditrbution bed and bank of beas river and its tributaries in each under consideration.

Any other relevant detail of the proposal such as details of levees, spurs if any siltration pattern in the catchment, sediment flow data of the river Nallah's details of existing bridage /structures, DPR if any etc.

C AND E CONSULTANCY (BID ID -463904)

Nimay Jindal (BID ID -461448)