Repair work on the major bridge and approach roads over the Khanua Nala located at Km 22 of the Kanchanpur Baghauchghat Pakaha

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Lifting of superstructure span by jacking up from below i.e. by placing the jacks on pier/abutment caps for span length of 30m. Lifting of deck uniformly by deploying appropriate hydraulic jacks in combination with screw jacks with centerlized power pack up to 50 mm to facilitate for removing of existing bearing appropriately without dimaging the girders. After complection of thre restoration of main girders at support stenghening / restoration of pedesral by micro concrete / polymer concrete / epoxy mortar with reinforcement cage replacement of proposed according previously damaged metalic bearing rockers and roller same and specified design (all items will be extra) lowering of deck shall be carried out to its original position without causing any damage to the deck as per drawing and standard practice. The item includes of all labour materials, equipment etc. complète as per direction and intructions of Engineer in charge including MORTH & H technical specification (clause 2810) (one span-6 bearing) (17.15)

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Replacement of Expansion Joints complete as per drawings

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area. Thickeness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 The finished surface to be level uniform and free from streak and holes.