Slope Protection Work of left bank of Downstream at Barrage of Chutak Power Station Kargil Work Reserved for Project Affected Families and local bidders from District Kargil

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth,1.5m in width as well as10sqm on plan) including getting out and disposal of excavated earth lead up to 50m and lift up to1.5m, as directed by Engineer-in-charge. All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x13 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diametre 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per metre of mesh perpendicular to twist, tying with lacing wire of diametre 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer in-charge.