A/R and M/O on Mandi Tarna road km. 0/00 to 1/645. (SH- C/O PCC R/wall at RD 1/450 TO 1/460).

Excavation in soil in Hilly area by manual means including cutting and trimming of side slopes anddisposing of excavated earth with a lift upto any lead as per drawing and Technical SpecificationClause 1603.1 including carriage of materials with in all leads, lifts and other incidentals as per direction and entire satisfaction of Engineer-in-charge.

Earth work in excavation in all kinds of soil for structure as per drawing and technical specificationsCiause 305.1 including setting out, construction of shoring and bracing, removal of stumps andcther deleterious material and disposal upto any lead of dressing of sides and bottom and back filling in treuches with excavated suitable material ordinary soil includingcarriage of materials within all leads, lifts and other incidentals as per direction and entire satisfaction of Engineer-in-charge.

Providing and laying concrete for plain concrete 1:6:12 (one cement : six sand : twelve graded stoneaggregate 40mm (Forty millimetre nominal size) in open foundations complete including form workas per drawing and technical specification clauses 802, 803, 1202 and 1203, 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 1:5:10 (One cement : five sand : ten graded stone aggregate 40mm (Fortymillimetre nominal size) concrete for plain/reinforced concrete in open foundations completeincluding form work as per drawing and technical specification clauses 802. 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals as per direction, entiresatisfaction of Engineer-in-charge.

Providing weep holes in brick masonry/ stone masonry/ plain reinforced concrete abutments wingwall, return wall with 100mm (One hundred millimetre) dia. PVC pipe extending through the fullwidth of the structure with slope of (V) : 20 (H) towards drawing face complete as per drawing andtechnical specifications including carriage of materials with in all leads, lifts and other incidentals asper direction and entire satisfaction of Engineer-in-charge.

Providing and laying filter media with granular crushed aggregate as per specification to a thickness of not less than 600mm (Six hundred milimetres) 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 technicalspecification Clause 1204.3.8 including carriage of materials with in all leads, lifts and other incidentals.