33-SH-40 to Kopena -Part-A-_Road_ RCC Slab Culvert -1X3X2- At 4.500 KM.

Earthwork in excavation for foundation in hard soil excavated as directed by the site Engineer.

Providing filling foundation with sand as per the direction of E.I.C.

Providing concrete (1:3:6)for plain/reinforced concrete in open foundations complete as per drawings and as per the direction of the Engineer-in-charge.

R.C.C. M15 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.

Upto Bed Level

Above Bed Level

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical space between vertical post for expansion, complete as per approved drawings and technical specifications.

R.C.C. M-25 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.

Pear cap

Dirt wall