07 OF AE/RHSD

Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm avarage thickness finished with outward cross-grade of 1 in 30.

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. Including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50m and initial lift up to 1.5m making bounds.

Construction of Sub Base using Local Materials, spreading In uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC. and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading Including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specitications tor Road & Bridge Works of MORT&H (5th Revision). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40)

Supplying & filling empty cement bag in good condition & Filling empty Cement bags with dry sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but including cost of sand and gunny bags.

Add GST @ 18%

Add Labour Welfare Cess @ 1%