C/o Link road Diggal to Jubar Diggal Datla km 0/00 to 0/830 (SH C/O Edge wall at Rd 0/200 to 0/240 and tow wall ,wing wall at Rd 0/200 and 0/330 ,Wire Crate in R/wall at Rd 0/430 to 0/445 and P/L G-II at Rd 0/00 to 0/300 ) Under DMFT/PMKKY)PMK/2025/

Earthwork in excavation for structure 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 mtr, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil up to 3 mtr depth including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:4:8) through all modes of transportation in all leads, lifts and all incidental charges

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.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:3:6) through all modes of transportation in all leads, lifts and all incidental charges

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment,wing wall, return wall to the full hieght compacted to firm condition complete as per drawing and techanical specification clause 1204.03.8.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting binding materials to the required density Grading -II as per Technical Specification Clause 405 by mechnical means including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges.