Renovation work of Existing RAPPCOF Facility along with some preparatory work around the existing facility at Rawatbhata, P.O. Anushakti via Kota, Rajasthan.

SECTION A- Earthwork Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete as per specification and as directed by the Engineer-in-charge From 0.00 to 1.50 m depth from Average Ground Level

Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. From 0.00 to 1.50 m depth from Average Ground Level

From 0.00 to 1.50 m depth from Average Ground Level

From 1.50 m to 3.00 m depth from Average Ground Level

Backfilling near foundation and plinth area and trenches at all levels with available excavated material within campus/site such as cut pieces/ boulders of rock including breaking/crushing using mechanical or manual means, loading, transporting (considering lead up to 3km), unloading, spreading & filling in layers , watering, consolidation and filling the voids of the layer by the use of stone dust as per requirement to filling up the voids in the laid layer with full compaction , complete all as per specification and as directed byEngineer-in-charge. Notes: 1) The excavated rock materials shall be crushed /broken to a grain size (as decided by EIC at site). 2) The layers after filling the stone dust should be watered and compacted to get the hard enough surface to avoid any settlement. 3) Stone dust should be supplied by Contractor.

Cutting and felling trees of girth beyond 30 cm up to and including 60 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materials complete as per specifications and as directed by the Engineer-in-charge

Cutting and felling trees of girth beyond 60 cm girth up to and including 120 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material complete as per specifications and as directed by the Engineer-in-charge

Cutting and felling trees of girth beyond 120 cm girth up to and including 240 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materials complete as per specifications and as directed by the Engineer-in-charge