C/O Car Parking at Kotli (SH- Right side wall with Gabion Facia and Geo grid layer making it reinforced soil wall) Job-2 (Deposit work)

Earth work in excavation in all kinds of soil 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 any lead and dressing of sides and bottom and back filling in trenches with excavated suitable material including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.

Construction of Embankment with approved material obtained from borrow pits with any lift, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with any leads as per drawings and MORD technical specification Clause 301 including carriage of materials with in all leads, lifts and other incidentals as per the direction of Engineer-in-charge.

Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8. Granular material including carriage of materials with in all leads, lifts and other incidentals as per direction and entire satisfaction of Engineer-in-charge.

Providing weep holes in block masonry/ stone masonry/ plain reinforced concrete abutments wing wall, return wall with 100mm PVC pipe extending through the full width of the structure with slope of I (V) : 20 (H) towards drawing face complete as per drawing and technical specifications clause 614, 709, 1204.3.7 including carriage of materials with in all leads, lifts and other incidentals as per direction and entire satisfaction of Engineer-in-charge.

Providing and laying 5 mm (five millimetre) dia. (SW6) GI wire mesh netting including sewing the joints with the same wire conforming to IS: 280-2006 and IS 4826-2023 in 100mm X 100mm ( one hundred millimetre into one hundred millimetre) mesh (woven diagonally including 10 percent extra for laps including carriage of materials with in all leads, lifts and other incidentals as per direction and entire satisfaction of Engineer-in-charge. specification clause 1301

Providing and laying of boulder apron laid in wire crates with 5 mm (five millimetre) dia. (SW6) GI wire mesh netting including sewing the joints with the same wire conforming to IS: 280-2006 and IS 4826-2023 in 100mm X 100mm ( one hundred millimetre into one hundred millimetre) mesh (woven diagonally including 10 percent extra for laps and joints laid with stone boulders weighting not less than 25kg (twenty five kilogram) each as per drawing and technical specification clause 1301 (Excluding fo wire crate) (Wire crate will be measured and paid extra) including carriage of materials with in all leads, lifts and other incidentals.

Providing and laying high-strenght Geogrid (GG) reinforcement having an ultimate tensile strengh of 250 (two hundred) KN/m including carriage of materials with in all leads, lifts and other incidentals as per direction and entire satisfaction of Engineer-in-charge.