Maintenance of NH-205 from km.0/000 to 43/000 on Shimla Mataur road for the year 2025-26

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per the MORT&H specification and the direction of Engineer-in-Charge.

Plain/Reinforced Cement Concrete grade M-15in open foundation as per drawing and technical specification. Case II using batching plant transit mixture and Concrete pump. as per drawing and technical specifications. and the direction of Engineer-in-Charge.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including all lead lift and carriage of material by all mode of transportation as per satisfaction and direction of the Engineer-In-Charge..

Providing weep holes in brick masonary /plain/reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawings face complete as per drawing and Technical Specification and direction of Engineer-in Charge.

Providing and laying of filter media with ganular materials/stone satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. and direction of the Engineer-In Charge.

Providing and laying factory made 80 mm thick C.C. grass paver block of M-50 grade with approved color design and pattern chamfered edge in footpath, parks, lawns, drive ways or traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 80mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.by all mode of transportation to the entire satisfaction and direction of the Engineer-In Charge.

Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets all as per direction of Engineer-in-Charge.by all mode of transportation to the entire satisfaction and direction of the Engineer-In Charge.