Restoration of Damaged Temporary Diversion channel of Nogli Power House (2.5 MW) Intake from RD 130 to RD 200 Meter damaged due to heavy Flash flood in Nogli Khad under Resident Engineer, Ganvi Power House Division, Jeori, Shimla, H.P.

Earth work in excavation by mechanical means (Hydraulic excavation ) manual means over areas ( exceeding 30 cm in depth but exceeding 1.5 m inwidth as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:

Wire crates of G.I wire filled with square cut faces against the wire (wire creates to be measured & paid for separately).

Wire crates of G.I wire filled with boulders with square cut faces against the wire (Boulder filling to be measured & paid for separately). G.I wire 5mm thick corresponding to SWG-6 15 x 15 CM mesh.

Supplying and erection in position 25mm dowel anchor bars of approved type i/c cost of material complete as per the drawing and specification or direction of EIC.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement :5 coarse sand): 10 graded stone aggregate 40 mm nominal size)

Centering and Shuttering including strutting, propping etc. and removal of formwork for:-Foundation, Footing, bases for columns.

Stone filling behind the Retaining wall/ breast wall and channel bed .

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4(1 Cement : 2coarse sand) : 4graded stone aggregate 20 mm nominal size).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement :4 coarse sand): 8 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1.5:3 (1 Cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).

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