Re-construction of Road from NH-15 to Na-Ali Lilabari Road (Ch.0.00 to Ch.6600.00 m) under SOPD-G for the year 2019-20.Dhakuakhana LAC

Amount

Scarfying of existing bituminous road surface to a depth of 150 mm and disposal of scrified materials with lift upto 3m and lead upto 1000 m as per technical specification clause 301.4

Providing, laying, spreading and compacting stone aggregates of specific sizes to water Bound macadam specification including spreeding in uniform thickness, hand packing, rolling with vibratory roller or static roller 8-10 tonnes in stages proper grade and camber, applying and brooming,requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Grading-III.

Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base/WBM/WMM including clearing of road surface and spraying primer at the rate of 0.70-1.0 Kg/Sq.m. using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.20 Kg to 0.25 Kg per Sqm. on the prepared dry and hungry bituminous surfaced cleaned with hydraulic broom as per Technical Specification Clause 503.

Semi-Dense-Bituminous concrete (providing and lying semi-dense bituminous concrete with 100-120 TPH batch type HMP producing and average output of 75 tonnes per hours using crush aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filter transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rilling with smooth wheeled , vibratory and tanden roller to achieve the desired compaction as per MORTH Cl. No. 508 complete in all respect. (A) With hydreted lime/cement as filler (refer table 500-9 of MoRTH & H Specification ) (I) With 60/70 or VG-30 Grade bitumen For gtrading-II (10 mm nominal size)

Plantation of trees

Providing and fixing of retro-reflectorised cautionary madatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide cl.1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrte 450 mm X250mmX600mm, 600 mm below ground level as per drawings and Technical Specification clause 801. ii) 60 cm equilateral tringle

Reinforcement cement concrete M-15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing as Technical specfication clause clause 1703.

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (Oven diagonally) including 10% extra for laps joints laid with stone boulders weighing not less than 25 kg etc as per drawing and technical specification clause 1301. (ii) Ordinary Kilometer stone