R/R Damages on Panoh Barrian Alyon Danoghat Road km. 0/000 to 15/730 (Under PDNA) (Sh C/O R/Wall and B/Wall in Wire Crate Both Side of road at Rd. 10/980 to 11/030) (Lat31.027979,long 76.764988)

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.

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301. in all kinds of leads ,lifts and other incidental, as per the direction of the Engineer-in-charge. The rate including of octroi, royality, Malkana, Tol Tax, GST and other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation for all type of structure complete of plain concrete nominal mix 1:3:6 (one cement isto three sand isto six graded stone agreegate. 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.

Construction of gravel/Soil Aggregate Sub-base/Base by providing well graded material of nominal maximum size grading 80 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor nount approprate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kN static roller capacity to achieve the desired density complete as per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008.

Construction of embankment with approved materials obtained from borrow pits cutting and excavation from drain and foundation of all other structure transponting to site, spreading,grading to required slope and graded upto any heights compacted with three whell 80-100(eighty hundred) Kilo Netwon static weight road roller to meet requirementof table 300.1 and 300.2 as per MORD technical speficiations clause 301.5. 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