SITE LEVELLING AND ALLIED WORKS AT IBBALURU FOR TEJAS 25

Breaking of Existing Compound Wall for Entrance: Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: L-6, B-0.3, H-3.

Provision of Temporary Gate of 6 meter at Entrance: Providing of MS Gate of 6 Meter length for entry and exit at Entrance. Scope includes material, supply, and installation. Design as per the instruction of E/I.

Cutting of Trees: Feeling trees of the girth (measured at a height of 1m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60 cm girth up to including 120 cm girth. Total- 813 trees

Clearing of bushes/ vegetation: Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

Earthwork for cutting: Earthwork in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by E/I. All kinds of Soil. Cutting for depth upto 0.30 m.

Earthwork for filling: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. Filling for depth of 0.9 m.

WBM Road work: Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. L- 250m, W- 3m, T- 0.20m