L027NH 507 to jarda Chhuri Tera to Naryunka MR

Excavation in Hill Side Cutting for Construction in all types of Soils, Rocks and E&B ect. As met at site, true to lines as per Pland, L-Section, Cross Slope, Super Elevation as required, also including uprooting & cutting of bushes, dressing of road surface to the required level and slopes with all Lifts & Leads required as per Drawings by mechanical means or manual means without otherwise damaging the Forest, Forest Land, Utilities, Private and Public Properties, completion of the work.

Disposal of exvacated material obtained from hill side cutting including loading and disposal up to 1000 M lead as directed by Engineer-in-charge and as per MORD specifications Clause.

Removal of Slip Clearence considered only those reaches where the Hill side cutting has been completed and handed over to Engineer -In- Charge in all type of soil and rock by mechanical means or manual means and disposal of safe side only in after completion of hill side cutting as per road design as directed by Engineer-in-charge and MORD specifications.

Excavation in Foundation for structures in all types of soils and rocks including lead, lift and disposal of surplus material as directed by Engineer-in-charge.

Construction of R.R. Stone Masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications.

Random Rubble Stone Masonry Laid Dry for structures by locally available approved stone ncluding supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications.

Cement Plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications.

HP Stone Filling in back of structures including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MORD specifications.

Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3.00 m x 1.00 m x 1.00 m with two diaphragms at 1m interval, having mesh opening 100 mm x120 mm, mesh wire diameter 2.7mm /3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions)

Providing Weepholes in Stone Masonry, P.C.C, Abutment, Wing Wall, R.Wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification.