R/R damages on link road Chhachi kanani bayla Chamara Bisiya phadi chikni road in km 0/0 to 10/00 (SH C/o 900 mm dai NP2 HPC at Rd 8/940, 9/00,9/300 and 9/500).

Excavation for structures:- Earth work in excavation for structure as per drawing and technical specification Clause 305-1 including setting out, construction of shoring and bracin , removal of stumps and other deleterious material and disposal upto a lead of 50 metre dressing of sides and bottom and back filling in trenches with excavated suitable material in ordinary soil upto 3 metre depth.

Providing and laying mechanically mixed and vibrated plain cement concrete in foundation for all type of structure complete of plain concrete nominal mix 1:4:8 (one cement isto four sand isto eight graded stone agreegate 40 mm (forty millimetre) nominal size). including hauling / carriage of all labour equipments and materials to various locations through all modes of transporations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 8002 to 8007,1202 and 1204 (1;3:60 . including hauling / carriage of all labour equipments and materials to various locations through all modes of transporations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1106. 900 mm dia including carriage of labour, material and equipments with all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge.

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 hieght compacted to firm condition complete as per drawing and techanical specification clause 1204.03.8. including carriage of material with in all lead and as per the direction nd entire satisfaction of Engineer-in charge.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending hrough the full with of the structures with slop of 1(v):20(H) towards drawing ace complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of material with in all lead and as per the direction nd entire satisfaction of Engineer-in charge.