R R Damage to Kotkhari khaneti Deorighat Tikkar road km portion km 22 00 to 33 00 SH C o Abutment and wing wall b wall at RD 27 810

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 (1:3:6) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M-20 1:2:4.as per directed by the Engineer in charge

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

Providing & laying filter meida with granlur crushed agreegate as per specification to a thickness and not less then 600mm with smaller size toward the soil and bigger size to ward the wall and proceeding over the intire surface behind abutment wing wall retrun wall, to the full height compected of frame condation from compmlete as per drawing and technical specifaction clause agust 2004 & 1204.3.8.

Supplying fitting and placing up coated HYSD bar reinforcement in super structure complete as per drawing and techinacl specification and curing complete inculding the coat of form wok and holing of meterial with all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4 mm (four) milimetre dia Gl wire conforming to 18280 and IS: 4826 in 100 mm x 100 mm ( hundred milimetre x hundred molimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps end joints laid with stone boulders weighing not less than 2 5 (twenty five)kilogramme each as per drawing and MORD Technical Specifications Clause 1301 and as per the direction of the Engineer-in-Charge including carriage of material through al! modes of transportation within ail leads and lifts and other incidentals.