R/R damages on Gabarmod Dharmana road in km 0/0 to 9/160 (SH C/O B/wall and V- shape Drain at RD 1/230 to 1/280and R/wall at RD 3/600 to 3/630, and wire crate at RD 5/320 to 5/400) Under PDNA

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Providing and laying mechanically mixed and vibrated plain cement concrete in foundation for all type of structure complete of plain concrete nominal mix 1:4:8 (one cement isto four sand isto eight graded stone agreegate 40 mm (forty millimetre) nominal size). including hauling / carriage of all labour equipments and materials to various locations through all modes of transporations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301. in all kinds of leads ,lifts and other incidental, as per the direction of the Engineer-in-charge. The rate including of octroi, royality, Malkana, Tol Tax, GST and other taxes imposed by the Government.

Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 including hauling / carriage of all labour equipments and materials to various locations through all modes of transporations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

Granular sub-base/base/surface course with well materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutments, wing walls, return walls with 100 mm(One hundred millimeters) dia PVC pipe extending through the full width of wall/structure with slopes of 1(One) (v): 20(Twenty)(H) towards drawing and technical specification clause 614, 709,1204,3.7 as per the direction of the Engineer-in-charge including hauling / carriage of all labour equipments and materials to various locations through all modes of transporations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge