Repair to Bridge over Nibrutijore on Sargaj-Jurabandh road_Road_Repair of bridge railing, Guard post and approach road_At 1.200 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(Raincut)

Construction of precast RCC railing with posts of M25 Grade, aggregate size notexceeding 12 mm, true to line andgrade, tolerance of vertical RCC postnot to exceed 1 in 500, centre to centrespacing between vertical post not toexceed 2000 mm, leaving adequatespace between vertical post forexpansion, complete as per approveddrawings and technical specifications.(Railing and posts)

Supplying, placing, fitting uncoated HYSD bars (SAIL) reinforcement complete as per the drawing and specification.all labour T&P etc complete.(Railing and posts) A/ R Page - 52, Sl.(9a), complete as per approveddrawings and technical specifications.

Priming one coat with any approved primer (Rallings 2x30.5 span,Posts,Kerb)

Finishing wall surface with waterproof cement paint of aproved shade 2 coats including watering, curing,cost of all materials & labour etc.(Rallings 2x30.5 span,Posts,Kerb)

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m belo specifications Clause 1902 by manual means as per direction of the Engineer in charge