R/R damages on Rangna to Ghaini Shandhal road KM. 0/00 to 5/500 (SH C/o R/wall at RD 3/560 to 3/577.50 and C/o B/wall at RD 3/565 to 3/576) under PDNA

Excavation in soil in hilly area by mechanical mean including cutting and trimming of side slope and disposing of excavated earth with lift upto 1.50 mtr (one point fifty metre) and a lead upto 20 mtr (twenty metre) as per techanical specification clause 1603.1 as per direction of engineer in charge with in all lead and lift As per direction of Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals.

Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction for shoring and bracing removal of stamps and other deleterious materials and desposal up to any lead dressing of side and bottom and back filling in trenches with excavated suitable materials ordinary soil upto 50 depth or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Providing concrete for plain/reinforced concrete 1:4:8 (one cement : four course sand : eight graded stone aggregate) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Providing and laying of boulder apron laid in wire crates with 4 mm (four milimetre) dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (hundred x hundred milimeter) (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five kilogram) each as per drawing and technical specifications Clause 1301 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Providing weepholes in bricks masonry/stone masonry plain/reinforced complete abutment wing wall, return wall with 100 mm (one hundred millimeter) dia PVC pipe extending through the full with the structure with slope of 1(V):20(H) towards drewing face complete as per drawing and technical specification clause 614, 70, 1204.3.7 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Back filling behind abutment wing wall and retaining wall complete as per drawing & technical specification clause 1204.3.8 as per direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals.