Restoration of rain damages on Pinjore Baddi Nalagarh Swarghat road NH21A (New NH105) from Km. 35/0 to 66/275 (SH- Construction of PCC retaining wall in Gabion structure in Km. 53/045 to 53/050) for the year 2019-20

Amount

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead lift and carriage of material by all mode of transportation as perMoRT&H Specification clause 304 fifth revision and entire satisfaction and direction of the Engineer-In-Charge..

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M-15 as per MoRT&H Specification Clause 1500, 1700 and 2100 as per fifth revision including all lead lift and carriage of material by all mode of transportation to the entire satisfaction and direction of the Engineer-In Charge.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M-20 as per MoRT&H Specification Clause 1500, 1700 and 2100 as per fifth revision including all lead lift and carriage of material by all mode of transportation to the entire satisfaction and direction of the Engineer-In Charge.

Providing & making Gabion Structures with Mechanically woven double Twisted Hexagonal shaped Wire mesh Gabion Boxex as per IS 16014:2012, MoRT&H Clause 2503.3 as per fifth revision of required size Mesh Type 10x12 (D=100mmm with tolerance of ± 2% ) Zinc +PVC coated, Mesh wire diameter 2.7/3.7 mm,mechanicaly edged/salveged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist , trying with lacing wire of diameter 2.2/3.2mm (ID/OD), supplied @ 3% by weight of Gabion boxex, filled with boulders with lease dimention of 200mm including all lead lift and carriage of material by all mode of transportation as per entire satisfaction and direction of Engineer-in-Charge.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification clause No.710.1.4 of IRC 78 and 2200 as per fifth revision including all lead lift and carriage of material by all mode of transportation to the entire satisfaction and direction of Engineer-In-Charge.

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 as per MoRT&H specification caluse 305 fifth revision including all leads, lifts and carriage of materials by all modes of transportation as per the entire satisfaction & direction of Engineer-in-Charge.