Construction of Remaining Jait sagar nala M.C. Bundi

Part A

Cleaning and removal of earth, silt, sludge, kankar, boulder, building material and garbage in existing nallah/drains including construction of bypass arrangement to bypass water with 1.5m lift from ground level and lead upto 50 m including foul & saturated condition where pumping out or bailing out of water is required, including shoring, shuttering where required and dewatering. Making access for disposal and dressing disposal side as per the directed of the Engineer.

For Depth upto 1.50 m Bibnwa road puliya to Tehsil side from ch no 2500 to ch n 3650 jaitsagar gate to first puliya meera gate to jaitsagar nala lateral drain meera gate to jaitsagar nala lateral drain Boxes Near CT parcota wall to jaitsagar lateral drain

Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.

In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m Bibnwa road puliya to Tehsil side from ch no 2500 to ch n 3650 Bibnwa road puliya to Tehsil side from ch no 2500 to ch n 3650 jaitsagar gate to first puliya jaitsagar gate to first puliya meera gate to jaitsagar nala lateral drain meera gate to jaitsagar nala lateral drain Boxes Near CT parcota wall to jaitsagar lateral drain

Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.1.1

Bibnwa road puliya to Tehsil side from ch no 2500 to ch n 3650 meera gate to jaitsagar nala lateral drain meera gate to jaitsagar nala lateral drain Boxes Near CT parcota wall to jaitsagar lateral drain

Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.

In hard rock (Blasting prohibited) Depth upto 1.5 m jaitsagar gate to first puliya jaitsagar gate to first puliya

4.10.3.2 Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.3.1