Construction of Embankment with Material obtained from Borrow pits Providing, laying, spreading and compacting embankment with borrow material as per Drawing and Technical Specifications.

Providing and filling sand in Foundation Trenches as per Drawing & Technical Specification

Providing and laying of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular Material, rolled to required density all complete as per Drawing and Technical Specifications

Back Filling in Marshy Foundation Pits

Providing, laying, spreading and compacting embankment with roadway cutting material and compact to the required density as per Drawing and Technical Specifications.( Manually)

Providing, laying, spreading and compacting embankment with roadway cutting material and compact to the required density as per Drawing and Technical Specifications. (With machine)

Providing and laying of Filter media with granular Material/stone crushed aggregates to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Providing suitable material and Back filling behind abutment, wing wall and return wall complete as per Drawing and Technical Specifications, Granular Material

Providing suitable material and Back filling behind abutment, wing wall and return wall complete as per Drawing and Technical Specifications, Local Material, Watering

Providing suitable material and Back filling behind abutment, wing wall and return wall complete as per Drawing and Technical Specifications, Local Material, Without Watering

Providing suitable material and Back filling behind abutment, wing wall and return wall complete as per Drawing and Technical Specifications, Sandy Material