Mukhibedei to Challanput_Road_Retaining Wall -0.5 mtr height-_1.400 to 1.800

Earth work excavation in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and levelling the bed etc all complete as per the direction of the EIC.

Supplying and filling foundation and plinth with sand well watered & rammed with cost, conveyance, royalty of all materials labour required for the work as per specification and direction of the EIC e including royalty of materials including 1% Cess.

Cement Concrete of proportion (1:3:6) in foundation and floors by using 4cm. Size black hard (crusher broken ) granite stone metal of approved quality and from approved quarry including lowering laying concrete watering and curing etc complete to required levels laid in layers not exceeding 6" thick including cost , conveyance royalities and taxes of all materials and T & P required for the work but excluding the charges of GST etc complete as directed by EIC. In Foundation

Cement Concrete of proportion (1:3:6) in foundation and floors by using 4cm. Size black hard (crusher broken ) granite stone metal of approved quality and from approved quarry including lowering laying concrete watering and curing etc complete to required levels laid in layers not exceeding 6" thick including cost , conveyance royalities and taxes of all materials and T & P required for the work but excluding the charges of GST etc complete as directed by EIC. In Sub-structure

Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:20H towards drawing force etc, complete.

Construction of embankment with approved material obtained from borrow pit with lead and lift transporting to site by mechanical means within lead of 5kms, spreading grading to required slope and compacting to meet requirement of table 300-2 and clause 305 of MoSRT&H specification for road and bridge works etc complete as per direction of EIC.