S/R TO NH 201 TO BADNUAPALI CH. 1/500 TO 2/575 KM

Construction of embankment with materials obtained from borrowpits with all lead spreading , grading to required slope and compacting to meet the required table 300-2 not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge

Earth work excavation in hard soil or gravelly soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the E-I-C.

Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.

P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cum

P.C.C.( 1:3:6 ) in substructure using 40 mm size H.G. metal well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.

Providing Weep holes in abutments & Wing Walls 8mm X 23mm size including matal spall backing in rear complete, including centering & shuttering if required.

Roughstone dry packing in approns and revetments to designed thickness and slope using 30cm and above size H.B.G.stones including all cost etc. complete.

Grouting to approns and revertments 23cm deep with CC (1:3:6) with black hard granite metal of 25mm size including cost, conveyance etc. complete

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