Restoration of Rain Damages in Pandoga Khad Distt. Uan (HP)

Excavation in earth work and disposal of all exacavated earth up to a lead of 20 mtrs and lift up to a lead of 20 mtrs and lift up to 1.5 mtrs. Sisposed earth to be leveled and neatly dressed in spade work.

Excavation in earth work in all kinds of soil and banking in 20 cm layers i/e breaking clods, ramming/ rolling and dressang ground of the porpose of making embankment or Gilling up ground depressions upto all leads and lifts for previous shells as per satisfaction of the Engineer-In-Charge

Wire creates made of GI wire filled with boulders with sq cut faces against the wiretboulders filling to be measured & paid for separately) with Gl wire 5.0 mm thick corresponding to (SWG-6) of 15 x 15 cm mesh including entire carriage of materials with in all leads & Lifts.

Wire creates made of Gl wire filled with boulders with sq cut faces against the wire (Wire creates to be measured & paid for separately) including entire carriage of materials with in all Leads & lifts.

Providing & Laying Geotextile fillter behind stone pitiching and created apron having thickness of no less than 2.50 mm (Two and half) and minimum weight 275 grams/sqm( two hundred seventy five) suitable with including lap folding and joininting etc. not less than 4.00 mtrs. with complete including entire carriage of materials with in all leads & lifts.

Providing & Laying stone pitiching on side slopes of guide bank and protection work with boulders behind pitiching. Including entire carriage of materials with in all leads & lifts as per instruction of the Engineer-In-Charge.