R/R Damages on Sarahan Haripur Road Km 0/00 to 10/00 (SH C/O PCC R/Wall at RD 5/600 to 5/620, 5/705 to 5/730 and 6/270 to 6/300, 900 mm dia hume pipe culvert at RD 5/860 and PCC B/Wall at RD 4/585 to 4/595, 5/420 to 5/440 and 6/200 to 6/210) under PD

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 1:3:6 (one cement : three course sand : six 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 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 reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 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.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm (six hundred millimeter) 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 height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.