Permanent Restoration of Bus Stand Ukhral to Rahoon Top by way of Construction of R/Wall, B/Wall and Crate wall at different RDs under UT Capex Road Sector of Capex Budget

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All Kinds of Soil

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: Ordinary Rock

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering .All work up to plinth level . 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 30% boulders

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering .All work up to plinth level . 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Dry Random Rubble Masonary with hard stone in foundation and plinth Using Nallah stone without bond stone .

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 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 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.

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

Centring and shuttering including strutting propping etc. and removal of form for :- Walls ( any thickness ) including attached pilasters , butteresses , plinth and string course .

Carriage of Material by Mechnical Transport including Loading, including stacking 1. Sand for an avg lead of 70 Km

2. Aggregate below 40 mm for an avg lead of 20 Km