Construction of Rajgarh Yashwant Nagar via Badgalla road km 0/0 to 15/00 (SH Providing and Laying WBM G-I and Unlined drain between km 11/00 to 12/500).

Amount

Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment scarified to a depth of 150 mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 and 300.2 for embankment construction as per technical specification clause 301.4as per H.P.PWD. specsification, including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts including all incidental charges.

Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2with lead up to 1000m as per Technical Specification Clause 303.1.in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Providing laying, spreading and compacting stone aggregate of specific size to water bond macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN (Eighty to One Hundred) static roller in stage to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstice of course aggregate, watering and compacting to the required density Grading-1 as per HP.PWD. specification/ technical Specification clause 405 (Clause Four Hundred Five) by Manual Means and direction of the Engineer-in Charge, including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Construction of unlined surface drain of average cross-sectional area 0.2 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. by mechanical means as per H.P.PWD. specsification, including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts including all incidental charges.

Sachin Chauhan