Construction Jagathi to Jali (Kimkhola) via Kuroli in Devprayag constituency of district Tehri Garhwal Under State Sector (Second Phase Stage-1)

Construction of reference pillars with RR 1:6 stone masonary and Plastered with 1:4 Mortar, (totally under ground) of length 200mm, width 200mm and height 300mm) as per Fig. 1600.1 (b) and Technical Specification Clause 1602.1 of MORD specifications.

Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications

Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications

Excavation in Hill side Cutting as required at site in all types of soils and rocks which may be met at site for making the road and grade as per plan and L-section attached with reference to Level & back cutting pillars fixed or line marked at side of road including uprooting of tree roots if any and cutting of bushes, dressing of road surface to required level and slope. also including all leads &, lifts and disposal of surplus excavated earth as directed by Engineer- in charge within the distance of 30 mt. Including s/o all materials, labourr, T&p etc. required for proper completion of the work as per direction of engineer-in-charge.

Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions).

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11