R/R Damages on Sarahan Haripur Road Km 0/00 to 10/00 (SH C/O PCC R/Wall at RD 2/220 to 2/240, 3/150 to 3/160, 3/310 to 3/322, 3/555 to 3/572, 3/615 to 3/640, 4/00 to 4/015, 4/225 to 4/245, 5/255 to 5/275, 5/805 to 5/820, slab culvert at RD 4/170 and

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 and laying concrete for plain/rainforcement concrete 1:2:4 (one cement : two sand : four graded stone aggregae) in open foundation complete as per drawing and technical specification clauses 802, 803, 1202 and 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 M-25 grade 1:1.5:3 (one cement : one point five course sand : three graded crushed stone aggregate) in substructure complete as per drawing and technical specifications Clause 800 & 1205.5 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Supplying and placing Tor steel bars reinforcement in super structure complete as per drawing and specification clasue 1002, 1010, 1202 refer MORD specification 100 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Providing drainage spout as per drawing and technical specification clasue 2109 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 M-10 grade 1:3:6 (one cement : three course sand : six graded crushed stone aggregate) 40 mm (forty millimeter) nominal size for mechanically mixed and vibrated in open foundation and plinths or similar work complete as per drawing and technical specifications MORD 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) 25 mm (twenty five millimeter) nominal size mechanical mixed and vibrated in open foundations complete as per drawings and technical specifications MORD Clause 802, 803, 1202 & 1203 and curing complete includingg the cost of form work 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 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 including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge.

Stripping excess soil from the shoulder surface to achieve the approved level and compacting with platef compactor at OMC as per drawings and Technical Specification Clause 1903 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Construction of unlined surface drain of average cross-section area 0.20 Sqm (zero point twenty square metre) in soil specified lines grades, levels and dimension. Excavation material to be used in emabankment with a lift upto any lead as per direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals.