R R Damage to Rohru Arhal bashla road km 0 00 to 12 00 SH C o B wall at Rd 9 175 to 9 215

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

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

Plain/reinforced cement concrete (1:4:8) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change

Stone masonary in cement mortar for sub structure complete as as per drawings and technical specification Clauses 702, 704,1202 and 1204 rendam rubble masonary in cement mortar 1:6 .as directed by the Engineer-in-Change

Construction of dry masonary in Retaining walls brest wall etc. As per HPPWD specification.