Construction of Road from Hidim Timung near Little Flower to Chelan Tisso

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement (i) Private Land (Qnty as per Annexure-1)

Excavation in Soil with Dozer with lead upto 100 m. Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

Construction of RCC 2m x 2m Box Culvert

Construction of Sub-grade and Earthen Shoulder with approved materials obtained from borrow pits with all lifts and transporting to site, spreading, grading to required slopes and compacting to meet requirement of Table 300.2. (i) Private Land

Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete ..(ii) Gravel/Soil - Agreegate base. Grading -B

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (A) Manual Means