Repair to Bridge over River Local Nallah at 0.300 km on ODR to Kantasimila Road_Road_Railing,Painting, SDBC on Approach and Retaining wall 0.000 to 0.600

Clearing grass and removal of rubbis up to a distance of 50 m out side the periphery of the area as per direction of Engineer in charge.

Providing and applying tack coat over existing bitumenious surface with 60/70 penetration grade bitumen using bitumen pressure distributer @ 0.20kg./sqm including all cost, carriage, and taxes of all materials, labour, T&P etc. complete as per specification and direction of the Engineer-in-charge.

Providing and laying 20 mm thick premix carpet using 0.27 cum of 13.2 to 5.6mm size crushed stone aggregates and 14.60 kg of bitumen for 10 sqm of road surface including hand packing and consolidation with PRR including cost conveyance of chips and bitumen etc complete

Providing and laying 6 mm thick precoated seal coat Type-B using .06 cum of 6.7mm size chips and 6.8kg of bitumen for 10 sqm of road surface including rolling with PRR including cost conveyance of chips and bitumen etc complete

Providing and laying Surface Dressing as Wearing Course in single coat using crushed aggregates of specified size on a layer of bituminous binder of 60/70 penetration grade of bitumen lead on prepared surface and rolling with 8-10 tonne smooth wheeled, steel roller as per clause 510 of MoSRT&H Specifications for Road & Bridge works (4th Revision).

Providing Labour for spreading moorum to required thickness on road surface and consolidation with HRR including cost, carriage, conveyance and royalty of moorum etc. complete as per direction of Engineer-In-Charge.

Priming one coat with any approved primer including cost of primer

Painting two coats with any approved paint including cost of paints

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 below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

Supplying & Fixing Guard posts as per direction of Engineer in charge. including cost, conveyance of all materials as per specification.