RR Damage to Tikkari to tangnu Road km 000 to 1500SH Co Bwall at Rd 9850 to 98659870 to 9900 Rwall at RD 10550 to 10565

Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603. and as per HPPWD, specification of 1990 volume-I as directed by the Engineer in Charge

Earthwork in excavation for structures 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 a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.as directed by the Engineer-in-Change

Randon Rubble Stone masonary in cement mortar 1:6 (1 Cement : 6 sand) for foundation complete as as per drawings and technical specification Clauses 702, 704,1202 and 1203 including carriage of material within all leadsa and lifts as per directions of Engineer in charge

Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change

Providing and laying of back filling behind abutment wing wall and return walls with complete as per drawing & technical specification clause 1204.3.8 as directed by the Engineer-in-Change

Providing weephole in brick masonary /stone masonary ,plain/ rainforced concrate abutment wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slpoe of 1 (V):20(H) towards drawing face complete as per drawings and technical specification Clauses614,709,1204.3.7.as directed by the Engineer-in-Change